a) Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL. (Project ID- 01.01.42.25.3.50.003) b) Bhusawal-Low height shed at Electric Locomotive Workshop, BSL.(Project ID-01.06.42.25.4.71.001)

1A-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL.

1B-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL.

1C-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL.

1D-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL.

1E-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL.

1F-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL.

2A-Bhusawal(ELW)-Construction Low height bay(13mx35m) with drain,

2B-Bhusawal(ELW)-Construction Low height bay(13mx35m) with drain,

2C-Bhusawal(ELW)-Construction Low height bay(13mx35m) with drain,

Item- 1 DSR 2023 items

S No. Item 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

2.6 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 cum 716 196 140336

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

4.0 CONCRETE WORK

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

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)

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 343 392.15 134507.45

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 219 842.5 184507.5

6 pilasters, buttresses, plinth and string courses

5.9.5 Lintels, beams, plinth beams, girders, Sqm 37 736.4 27246.8

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 22 961.3 21148.6

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 36500 107.85 3936525

Fe-500D or more.

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 Kg 945 107.85 101918.25

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.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 164 9504.75 1558779

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 365 9655.7 3524330.5

content of 350 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 18 9860.4 177487.2

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 164 733.5 120294

14 design mix over and above the specified

cement content therein.

9.0 WOOD AND P.V.C. WORK

9.40S MISCELLANEOUS-WOOD WORK

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with M.S.

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 584 238.35 139196.4

plugs screws etc.

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 3639 117.35 427036.65

with or without connecting plate, including

16 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

10.2 Structural steel work riveted, bolted or welded Kg 94325 133.7 12611252.5

in built up sections, trusses and framed work,

17 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.

10.16.3 Electric resistance or induction butt welded Kg 5899 194.4 1146765.6

10.19 Providing and fixing mild steel round holding Kg 661 97.2 64249.2

20 down bolts with nuts and washer plates

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. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 584 172.6 100798.4

brackets, gates and similar works

12.0 ROOFING

12.1S SHEET ROOFING

12.11 Extra for providing and fixing wind ties of 40x Metre 146 195.6 28557.6

6 mm flat iron section.

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 1095 738.65 808821.75

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) 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

23 should have protective guard film of 25

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.

13.0 FINISHING

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 219 193.7 42420.3

25 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 2920 170.7 498444

Paint to give an even shade. Two or more coat

26 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even shade

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.

(including equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 131 3551.25 465213.75

mechanical means including stacking of steel

29 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

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.

15.19 Dismantling steel work manually/ by Kg 294.21 3.85 1132.71

mechanical means in built up sections without

dismembering and stacking within 50 metres

lead as per direction of Engineer-in-charge.

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

Providing and filling in position rubberized

bitumen hot sealing compound for sealing of

16.46 expansion joints in roads / pavements all

complete as per direction of the Engineer-in-

Providing and filling in position rubberized depth

bitumen hot sealing compound for sealing of per cm

32 expansion joints in roads / pavements all width

complete as per direction of the Engineer-in- per

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

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

20.0 PILE WORK

20.1S General

Boring with hydraulic piling rigs with power

units, providing and installing cast in situ

single under reamed piles of specified

diameter and length below pile cap in M-25

cement concrete, to carry a safe working load

20.3 not less than specified, excluding the cost of

steel reinforcement but including the cost of

boring with bentonite solution and the length

of the pile to be embedded in pile cap etc. all

complete. (Length of pile for payment shall be

measured upto to the bottom of pile cap) :

Extra over single under ream for providing

additional bulbs in under reamed piles, under

specified diameter(only the nos. of extra bulbs

are to be paid)

Schedule 1B-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL. (Project ID-

Item- 1 USSOR 11 items

S No. Item Description of Item Unit Qty Rate Amount

1 99200 Supplying and applying surface hardener for Sqm 525.00 255.53 134153.25

concrete floors ready to use, specially graded,

non metallic and mineral aggregate dry shake

surface hardener free from oil and grease to

be sprinkled at 9 kg/sqm of surface area.

Complete with finishing

Schedule 1C-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL. (Project ID-

Item- 1 USSOR 11 items

S No. Item Description of Item Unit Qty Rate Amount

1 021510 Hiring of JCB Machine (in good working Hour 25.00 805.36 20134.00

condition) for leveling and dressing ground /

dismantling structures including disposal of

debris through dumpers etc. with contractor's

labour, JCB machine, machine operator, fuel,

etc. The contractor shall arrange road permit

for vehicle for all the States of operation, as

per instructions of engineer in-charge and

vehicle shall not be more than three years old.

Payment shall be made for actual working

2 098090 Laying 80 mm thick oversized stone ballast 75 Sqm 1050.00 129.34 135807.00

mm to 100 mm gauge in soling of floors, hand

packed including hand packing, filling voids

with sand and watering, ramming and leveling

Schedule 1D-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL. (Project ID-

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Item- 1 NS items

S No. Item Description of Item Unit Qty Rate Amount

1 NS/7 Providing,fabricating and laying of colour Sqm 657.00 2649.00 1740393.00

coated Galvalume (Proflex system

roofing)material for self supported roofing

system(Technology similar to proflex system

provided by M & B Engineering Pvt.Ltd

Ahmedabad ) Material shall be of following

specification BMT 0.90mm to 1.00mm,APT

0.95mm tolerance +/-0.02mm thick,width

605mm or as decided by

Railway(Tolerance+/-2mm),including

supplying,loading, transporting,unloading and

stacking at site,fabricating andlaying with all

contractors tools,machineries materials and

fixtures,labours including all lead and lift and

laps/wastage if any etc.complete.The colour of

sheet will be decided by Railway.The rate is

also inclusive of designing of roofing

system,proof checking and providing

execution drawing,Fabrication and installation

of self supported roofing technology by M&B

Engineering Pvt.Ltd.Ahmedabad of decided by

Engineer a)Length 20.9m or as per site

requirement b)Arch length 24.0m or as per

site requirement. Note:-The roofing system

should be self supported roofing system i.e.

Without trusses,purlins or any ancillary

supports shall be designed by the contractor

through the consultant and got duly proof

checked from VJIT/IIT Mumbai,any other

Govt.agencies. Design and drawing will be

approved by Railway.For design of roofing

system relevant load parameters of IS code of

practice to be adopted .The cost of designing

and proof checking of design and drawing will

not be paid separately and these charges are

deemed to be included in rates of this

item.The rate shall also inclusive of

preperation of necessary auto cad drawing

required for execution of rooing system .The

details of arch may change as per the design

with approval of Railway.The roofing system

should be 100% leak proof ,resistant to

corrosion and maintenance free.Note:-The

roofing system should be self supported

roofing system i.e. Without trusses,purlins or

any ancillary supports shall be designed by

the contractor through the consultant and got

duly proof checked from VJIT/IIT Mumbai,any

other Govt.agencies. Design and drawing will

be approved by Railway.For design of roofing

system relevant load parameters of IS code of

practice to be adopted .The cost of designing

and proof checking of design and drawing will

not be paid separately and these charges are

deemed to be included in rates of this

item.The rate shall also inclusive of

preperation of necessary auto cad drawing

required for execution of rooing system .The

details of arch may change as per the design

with approval of Railway.The roofing system

should be 100% leak proof ,resistant to

corrosion and maintenance free.

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

2 NS/1 Design and drawing for shed structure and Job 1.00 225000.00 225000.00

polycarbonate roofing including junction

arrangement between proflex sheeting and

polycarbonate sheeting as per approved GAD

through the reputed Consultant/Architect

dulyproof checked from IIT Bombay/VJTI

Matunga.Design & drawing will be approved

by Railway.The rate shall also inclusive of

preperation of necessary auto cad drawing

required for execution of roofing system.The

roofing system should be leak proof and

maintenance free design of strustue should be

such as to provide adequate natural lighting in

ths shed as per relevant IS codes.

Schedule 1E-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL. (Project ID-

Item- 1 NS items

S No. Item Description of Item Unit Qty Rate Amount

1 NS 1 Supplying, erecting & fixing of Gantry rails of MT 7.00 115410.00 807870.00

section CR 100/CR 80 as per reqiirement

conforming to IS: 3443-1980 including

supplying and fixing all fixtures viz. mrail

clips, nut bolts, washers etc. complete in all

Schedule 1F-Bhusawal(ELS)-Augmentation of Bay No.5 by 50 meters at ELS/BSL. (Project ID-

Item- 1 USSOR 11 items

S No. Item Description of Item Unit Qty Rate Amount

60mm deep in the concrete surface for

expansion joints and longitudnal joints.

Schedule 2A-Bhusawal(ELW)-Construction Low height bay(13mx35m) with drain, valley gutter and

downtake pipe.(Project ID-01.06.42.25.4.71.001)

Item- 1 DSR 2023 items

S No. Item 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

2.6 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 cum 50 196 9800

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

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)

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 75 392.15 29411.25

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 350 842.5 294875

6 pilasters, buttresses, plinth and string courses

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 6875 107.85 741468.75

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.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 127.5 9504.75 1211855.63

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 10 9655.7 96557

content of 350 kg /cum

5.35 Add for using extra cement in the items of Quintal 41.25 733.5 30256.88

10 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

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

10.2 Structural steel work riveted, bolted or welded Kg 8000 133.7 1069600

in built up sections, trusses and framed work,

13 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.

10.16.3 Electric resistance or induction butt welded Kg 900 194.4 174960

12.0 ROOFING

12.1S SHEET ROOFING

12.11 Extra for providing and fixing wind ties of 40x Metre 150 195.6 29340

6 mm flat iron section.

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 700 738.65 517055

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) 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

17 should have protective guard film of 25

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.

Providing and fixing precoated galvanised

steel sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating

thickness of 0.05 mm) 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 using self drilling/ self tapping screws

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 100 193.7 19370

20 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 100 170.7 17070

Paint to give an even shade. Two or more coat

21 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even shade

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.

(including equivalent design mix)

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

Providing and filling in position rubberized

bitumen hot sealing compound for sealing of

16.46 expansion joints in roads / pavements all

complete as per direction of the Engineer-in-

Providing and filling in position rubberized depth

bitumen hot sealing compound for sealing of per cm

24 expansion joints in roads / pavements all width

complete as per direction of the Engineer-in- per

Schedule 2B-Bhusawal(ELW)-Construction Low height bay(13mx35m) with drain, valley gutter and

downtake pipe.(Project ID-01.06.42.25.4.71.001)

Item- 1 USSOR 11 items

S No. Item Description of Item Unit Qty Rate Amount

1 098090 Laying 80 mm thick oversized stone ballast 75 Sqm 501.87 129.34 64911.87

mm to 100 mm gauge in soling of floors, hand

packed including hand packing, filling voids

with sand and watering, ramming and leveling

Schedule 2C-Bhusawal(ELW)-Construction Low height bay(13mx35m) with drain, valley gutter and

downtake pipe.(Project ID-01.06.42.25.4.71.001)

Item- 1 NS items

S No. Item Description of Item Unit Qty Rate Amount

corrugatedpolycarbonate sheet 2mm thick

onexisting woodenor precast

RCCpurlines/ironframes/purlins

withContractor's

stitchingbolts,hookbolts,crank bolts coach

screwsnuts,limpets,GIand

bitumenwashers,etc. Complete.