(1) Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.61A,128A & 50A in the KRR-TP Section (2) Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.90A,114A & 42A in the KRR-DG Section (3) Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.64A,92A in KRR-TP & 9A in KRR-DG Section)

'A'applicable to SALEM DIVISION with all correction slips issued upto date

SW-I: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.61A,128A &

50A in the KRR-TP Section

S No. Item Description of Item Unit Qty Rate Amount

Grouting of masonry/concrete by injection

process duly Sealing of cracks, through nipples

complete as per Technical Specification and

procedure given in IRBM Para No 209 including

necessary admixture. Payment shall be as per

use of cement by weight in case of neat

cement/cement mortar grouting and weight of

Epoxy in case of Epoxy Grouting. (Cement will be

compound w.r.t. cement.

shrinkage compound w.r.t. cement.

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

4 052080 Applying epoxy mortar over leached, honey Sqm 30.00 13885.17 416555.10

combed and spalled concrete surface and

exposed steel reinforcement complete as per

Technical Specification with average thickness of

10mm including priming coat, mortar plaster and

seal coat of epoxy.

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.

5 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 20.00 867.49 17349.80

minimum 1.10 cum bucket capacity

SW-II: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.90A,114A &

42A in the KRR-DG Section

S No. Item Description of Item Unit Qty Rate Amount

Grouting of masonry/concrete by injection

process duly Sealing of cracks, through nipples

complete as per Technical Specification and

procedure given in IRBM Para No 209 including

necessary admixture. Payment shall be as per

use of cement by weight in case of neat

cement/cement mortar grouting and weight of

Epoxy in case of Epoxy Grouting. (Cement will be

1 052071 Neat Cement Grout with 20% anti shrinkage Kg 50.00 430.58 21529.00

compound w.r.t. cement.

shrinkage compound w.r.t. cement.

4 052080 Applying epoxy mortar over leached, honey Sqm 30.00 13885.17 416555.10

combed and spalled concrete surface and

exposed steel reinforcement complete as per

Technical Specification with average thickness of

10mm including priming coat, mortar plaster and

seal coat of epoxy.

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.

5 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 15.00 867.49 13012.35

minimum 1.10 cum bucket capacity

SW-III:Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.64A,92A in

KRR-TP & 9A in KRR-DG Section)

S No. Item Description of Item Unit Qty Rate Amount

Grouting of masonry/concrete by injection

process duly Sealing of cracks, through nipples

complete as per Technical Specification and

procedure given in IRBM Para No 209 including

necessary admixture. Payment shall be as per

use of cement by weight in case of neat

cement/cement mortar grouting and weight of

Epoxy in case of Epoxy Grouting. (Cement will be

1 052071 Neat Cement Grout with 20% anti shrinkage Kg 50.00 430.58 21529.00

compound w.r.t. cement.

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

shrinkage compound w.r.t. cement.

4 052080 Applying epoxy mortar over leached, honey Sqm 30.00 13885.17 416555.10

combed and spalled concrete surface and

exposed steel reinforcement complete as per

Technical Specification with average thickness of

10mm including priming coat, mortar plaster and

seal coat of epoxy.

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.

5 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 20.00 867.49 17349.80

minimum 1.10 cum bucket capacity

Schedule B-Items of works that are covered by the Southern Railway CPWD-DSR 2023 vide

Schedule Schedule 'B' applicable to SALEM DIVISION with all correction slips issued upto date -Including

SW-I: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.61A,128A &

50A in the KRR-TP Section

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means 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-in-charge.

2.25 Filling available excavated earth (excluding rock) cum 100 196 19600

in trenches, plinth, sides of foundations etc. in

2 layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 10 7878.5 78785

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 40 7178.75 287150

from natural sources : 6 graded stone aggregate

40 mm nominal size derived from natural

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 50 842.5 42125

thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 10 736.4 7364

bressummers and cantilevers

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 600 961.3 576780

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.:

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 45 9860.4 443718

content of 330 kg /cum

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 6250 117.35 733437.5

or without connecting plate, including cutting,

hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

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 10.16.3 Electric resistance or induction butt welded tubes Kg 70000 194.4 13608000

10.19 Providing and fixing mild steel round holding Kg 1350 97.2 131220

12 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 300 159.35 47805

washers complete.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of approved

13.62 brand and manufacture of required colour to give

an even shade :

13.62.1 Two or more coats on new work over an under Sqm 2450 226.25 554312.5

15 coat of suitable shade with ordinary paint of

approved brand and manufacture

15.0 DISMANTLING AND DEMOLISHING

15.1S General

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

15.3 Demolishing R.C.C. work manually/ by cum 15 3551.25 53268.75

mechanical means including stacking of steel

16 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

SW-II: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.90A,114A &

42A in the KRR-DG Section

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means 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-in-charge.

2.25 Filling available excavated earth (excluding rock) cum 100 196 19600

in trenches, plinth, sides of foundations etc. in

2 layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 10 7878.5 78785

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 40 7178.75 287150

from natural sources : 6 graded stone aggregate

40 mm nominal size derived from natural

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 50 842.5 42125

thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 10 736.4 7364

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 530 961.3 509489

5.33S DESIGN MIX CONCRETE

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

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.:

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 45 9860.4 443718

content of 330 kg /cum

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 4500 117.35 528075

or without connecting plate, including cutting,

hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

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 10.16.3 Electric resistance or induction butt welded tubes Kg 70000 194.4 13608000

10.19 Providing and fixing mild steel round holding Kg 1350 97.2 131220

12 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 300 159.35 47805

washers complete.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of approved

13.62 brand and manufacture of required colour to give

an even shade :

13.62.1 Two or more coats on new work over an under Sqm 2450 226.25 554312.5

15 coat of suitable shade with ordinary paint of

approved brand and manufacture

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.3 Demolishing R.C.C. work manually/ by cum 15 3551.25 53268.75

mechanical means including stacking of steel

16 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

SW-III: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.64A,92A in

KRR-TP & 9A in KRR-DG Section)

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means 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-in-charge.

2.25 Filling available excavated earth (excluding rock) cum 100 196 19600

in trenches, plinth, sides of foundations etc. in

2 layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 10 7878.5 78785

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 40 7178.75 287150

from natural sources : 6 graded stone aggregate

40 mm nominal size derived from natural

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 50 842.5 42125

thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 10 736.4 7364

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 750 961.3 720975

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.:

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 60 9860.4 591624

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

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 7000 117.35 821450

or without connecting plate, including cutting,

hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

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 10.16.3 Electric resistance or induction butt welded tubes Kg 67000 194.4 13024800

10.19 Providing and fixing mild steel round holding Kg 1800 97.2 174960

12 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 300 159.35 47805

washers complete.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of approved

13.62 brand and manufacture of required colour to give

an even shade :

13.62.1 Two or more coats on new work over an under Sqm 3000 226.25 678750

15 coat of suitable shade with ordinary paint of

approved brand and manufacture

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.3 Demolishing R.C.C. work manually/ by cum 15 3551.25 53268.75

mechanical means including stacking of steel

16 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Schedule B1-Items of works that are covered by the Southern Railway CPWD-DSR 2023 vide

Schedule Schedule 'B1' applicable to SALEM DIVISION with all correction slips issued upto date - Supply of

SW-I: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.61A,128A &

50A in the KRR-TP Section

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 6000 107.85 647100

SW-II: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.90A,114A &

42A in the KRR-DG Section

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 6000 107.85 647100

SW-III: Improvements to LUS /RUB Drainage facilities including Roof covering in LUS No.64A,92A in

KRR-TP & 9A in KRR-DG Section)

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

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 Fe- Kg 6600 107.85 711810

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 9600 107.85 1035360