Provision of a platform to High Level with toilet blocks, water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda (PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -53.

01-PART-(A)(i)- "Extension of platform no.1 by 200 mtr & raising of

02-PART-(A)(ii)- "Extension of platform no.1 by 200 mtr & raising of

03-PART-(B)- "Provision of water stand on PF no. 1" - Provision of a

04-PART-(C)- "Provision of seating Benches" - Provision of a platform to

05-PART-(D)- "Provision of Toilet Block" - Provision of a platform to High

06-PART-(E)(i)- "Provision of 4m Wide Foot Over Bridge with Ramp and

07-PART-(E)(ii)- "Provision of 4m Wide Foot Over Bridge with Ramp and

08-PART-(E)(iii)- "Provision of 4m Wide Foot Over Bridge with Ramp and

09-PART-(E)(iv)- "Provision of 4m Wide Foot Over Bridge with Ramp and

10-PART-(E)(v)- "Provision of 4m Wide Foot Over Bridge with Ramp and

11-PART-(E)(vi)- "Provision of 4m Wide Foot Over Bridge with Ramp and

12-PART-(E)(vii)- "Provision of 4m Wide Foot Over Bridge with Ramp and

13-PART-(E)(viii)-"Provision of 4m Wide Foot Over Bridge with Ramp and

14-PART-(F)-"Raising of Platform No. 1 & 2 to High Level Platform along

15-PART-(G)-"Provision of water stand- 16 Nos at TNH Station" -

16-PART-(H)-"Provision of COP & seating benches at Tinkheda" -

17-PART-(I)-"Proposed Construction of Toilet along with Divyangjan

seating arrangements and telecom amenities with all Divyang facilities at Tinkheda (PF-1 & 2) &

Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -53.

Item- 01 MS ITEM (DSR-2023 ITEMS)

S No. Item No 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

2.6 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-

2.25 Filling available excavated earth cum 260 196 50960

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

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 of specified grade excluding

the cost of centering and shuttering -

All work up to plinth level :

III) derived from natural sources : 6

3 graded stone aggregate 20 mm

nominal size derived from natural

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position

specified grade of reinforced cement

concrete, excluding the cost of

centering, shuttering, finishing and

reinforcement - All work up to plinth

(zone-III) derived from natural sources :

4 3 graded stone aggregate 20 mm

nominal size derived from natural

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

columns, etc. for mass concrete

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

6 attached pilasters, buttresses, plinth

and string courses etc.

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 37700 107.85 4065945

grade 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

5.33 accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , 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

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 195 9504.75 1853426.25

cement content of 330 kg /cum

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

11.20.3 Dark shade pigment using ordinary Sqm 1300 1119.5 1455350

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm

(average) thick base laid over and

jointed with grey cement slurry mixed

11.26 with pigment to match the shade of the

slab, including rubbing and polishing

complete with base of cement mortar 1

: 4 (1 cement : 4 coarse sand) :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface

paint system for interiors and exteriors

using Primer as per manufacturers

specifications :

13.48.1 Two or more coats applied on walls @ Sqm 1170 193.7 226629

1.25 ltr/10 sqm over and including one

coat of Special primer applied @ 0.75

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

13.48.3 Painting Steel work with Deluxe Multi Sqm 130 170.7 22191

Surface Paint to give an even shade.

Two or more coat applied @ 0.90 ltr/10

sqm over an under coat of primer

applied @ 0.80 ltr/10 sqm of approved

brand and manufacture

Distempering with 1st quality acrylic

distemper, having VOC (Volatile

Organic Compound ) content less than

13.81 50 grams/ litre, of approved brand and

manufacture, including applying

additional coats wherever required, to

achieve even shade and colour.

Painting with aluminium paint of

13.100 approved brand and manufacture to

give an even shade:

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete

manually/ by mechanical means

15.2 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 cum 78 2434.25 189871.5

(including equivalent design mix)

Dismantling tile work in floors and roofs

laid in cement mortar including

stacking material within 50 metres

15.60 Disposal of building rubbish / malba / cum 650 263.95 171567.5

similar unserviceable, dismantled or

waste materials by mechanical means,

including loading, transporting,

17 unloading to approved municipal

dumping ground or as approved by

Engineer-in-charge, beyond 50 m initial

lead, for all leads including all lifts

16.0 ROAD WORK

16.1S ROADS

16.2 Extra for compaction of earth work in cum 4680 24.85 116298

embankment under optimum moisture

18 conditions to give at least 95% of the

maximum dry density (proctor

16.3 Supplying and stacking at site.

Supplying, stacking and Spreading 6

mm thick red bajri, watering and rolling

complete including preparation of the

surface and rolling.

16.49S MISCELLANEOUS

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

16.75 Providing and laying C.C. pavement of cum 1248 9823.8 12260102.4

mix M-25 with ready mixed concrete

from batching plant. The ready mixed

concrete shall be laid and finished with

screed board vibrator , vacuum

22 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

16.90 Providing and laying tactile tile (for Sqm 273 2017.6 550804.8

vision impaired persons as per

standards) of size 300x300x9.8mm

having with water absorption less than

0.5% and conforming to IS:15622 of

approved make in all colours and

shades in for outdoor floors such as

23 footpath, court yard, multi modals

location etc., laid on 20mm thick base

of cement mortar 1:4 (1 cement : 4

coarse sand) in all shapes & patterns

including grouting the joints with white

cement mixed with matching pigments

etc. complete as per direction of

Engineer-in-Charge.

Schedule 02-PART-(A)(ii)- "Extension of platform no.1 by 200 mtr & raising of existing middle level

PF to high level platform" - Provision of a platform to High Level with toilet blocks, water stands,

seating arrangements and telecom amenities with all Divyang facilities at Tinkheda (PF-1 & 2) &

Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -53.

Item- 01 MS ITEM (USSOR-2021 ITEMS)

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

Embankment by clearing, grubbing,

stripping top soil (average 150 mm)

and stacking beyond foundation area,

thereafter ploughing and pulverizing

150 - 200 mm of top of soil with tractor

trolley, mixing water to achieve OMC

with water sprinkler or left for natural

drying, as required, and compaction

with vibratory roller of suitable

capacity to achieve 98% MDD for

laying first layer of soil for

embankment construction.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

2 011020 Benching of existing embankment Kilometre 0.26 122817.77 31932.62

manually in steps of 30 cm height for

doubling/tripling works in running line

to provide proper amalgamation

between the old and new

embankments as per RDSO latest

Specifications and guidelines

RDSO/2020//GE: IRS-0004 to the entire

satisfaction of Engineer in-charge. The

item includes uprooting and disposing

of all the vegetation, all lift, descends,

ascends and additional earthwork

required for filling due to removal of

earth in benching in existing bank.

Note: (1) The benching Work shall be

done for a maximum height of 0.90 m

at any time based on the progress of

earthwork starting from toe of the

embankment. (2) Benching work shall

be certified and recorded before

starting the earth work. (3) Unit for

payment shall be km per metre height

of the Bank. Height here means

representative average height of the

bank in the specified km taken from

cross sectional measurements for

earthwork. (4) Since the rate includes

earthwork in steps, payment under this

item shall be made after completion of

earthwork to that level. (5) Cut soil

from bank shall not be used in

embankment construction and

disposed off away from bank as per the

direction of Engineer-in-charge.

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

R D S O 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.

Schedule 03-PART-(B)- "Provision of water stand on PF no. 1" - Provision of a platform to High Level

with toilet blocks, water stands, seating arrangements and telecom amenities with all Divyang

facilities at Tinkheda (PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB

2025-26 under PH -53.

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

2.6 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-

2.25 Filling available excavated earth cum 40 196 7840

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

2 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 of specified grade excluding

the cost of centering and shuttering -

All work up to plinth level :

III) derived from natural sources : 6

3 graded stone aggregate 20 mm

nominal size derived from natural

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position

specified grade of reinforced cement

concrete, excluding the cost of

centering, shuttering, finishing and

reinforcement - All work up to plinth

(zone-III) derived from natural sources :

4 3 graded stone aggregate 20 mm

nominal size derived from natural

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundation and

8.0 CLADDING WORK

8.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and fixing 18 mm thick gang

saw cut, mirror polished, premoulded

and prepolished, machine cut for

kitchen platforms, vanity counters,

window sills, facias and similar

locations of required size, approved

shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated

with white cement, mixed with

matching pigment, epoxy touch ups,

including rubbing, curing, moulding

and polishing to edges to give high

gloss finish etc. complete at all levels

Granite stone slab colour black,

Cherry/Ruby red

Providing edge moulding to 18 mm

thick marble stone counters, Vanities

etc., including machine polishing to

edge to give high gloss finish etc.

complete as per design approved by

Engineer-in-Charge.

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 : 13592 Type A,

12.41 including jointing with seal ring

conforming to IS : 5382, leaving 10 mm

gap for thermal expansion, (i) Single

socketed pipes.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough

side of single or half brick wall of mix :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete

manually/ by mechanical means

15.2 including disposal of material within 50

metres lead as per direction of

Engineer - in - charge.

(including equivalent design mix)

Demolishing brick work manually/ by

mechanical means including stacking

of serviceable material and disposal of

unserviceable material within 50

metres lead as per direction of

Engineer-in-charge.

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing P.V.C. waste pipe

17.28 for sink or wash basin including P.V.C.

waste fittings complete.

17.28.1 Semi rigid pipe

18.0 WATER SUPPLY

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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 and fixing the pipe

with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with

one step CPVC solvent cement and the

cost of cutting chases and making

good the same including testing of

joints complete as per direction of

Engineer in Charge. Concealed work,

including cutting chases and making

good the walls etc.

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.

18.15S BRASS FITTINGS

Providing and fixing gun metal gate

18.17 valve with C.I. wheel of approved

quality (screwed end) :

18.54S PTMT FITTINGS

Providing and fixing PTMT, push cock of

approved quality and colour.

weighing not less than 75 gms

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2

class (light duty) R.C.C. pipes with

collars jointed with stiff mixture of

cement mortar in the proportion of 1:2

(1 cement : 2 fine sand) including

testing of joints etc. complete :

m filled with brick bats including S.W.

21 drain pipe 100 mm diameter and 1.20

m long complete as per standard

Schedule 04-PART-(C)- "Provision of seating Benches" - Provision of a platform to High Level with

toilet blocks, water stands, seating arrangements and telecom amenities with all Divyang facilities

at Tinkheda (PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

2.0 EARTH WORK

2.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Earth work in excavation by

mechanical means (Hydraulic

excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in

2.6 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-

2.25 Filling available excavated earth cum 10 196 1960

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

2 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 of specified grade excluding

the cost of centering and shuttering -

All work up to plinth level :

III) derived from natural sources : 6

3 graded stone aggregate 20 mm

nominal size derived from natural

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position

specified grade of reinforced cement

concrete, excluding the cost of

centering, shuttering, finishing and

reinforcement - All work up to plinth

(zone-III) derived from natural sources :

4 3 graded stone aggregate 20 mm

nominal size derived from natural

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundation and

8.0 CLADDING WORK

8.1S General

Providing and fixing 18 mm thick gang

saw cut, mirror polished, premoulded

and prepolished, machine cut for

kitchen platforms, vanity counters,

window sills, facias and similar

locations of required size, approved

shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated

with white cement, mixed with

matching pigment, epoxy touch ups,

including rubbing, curing, moulding

and polishing to edges to give high

gloss finish etc. complete at all levels

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Granite stone slab colour black,

Cherry/Ruby red

Providing edge moulding to 18 mm

thick marble stone counters, Vanities

etc., including machine polishing to

edge to give high gloss finish etc.

complete as per design approved by

Engineer-in-Charge.

10.0 STEEL WORK

10.1S General

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.

10.28 Providing and fixing stainless steel ( Kg 200 772.4 154480

Grade 304) railing made of Hollow

tubes, channels, plates etc., including

welding, grinding, buffing, polishing

and making curvature (wherever

required) and fitting the same with

necessary stainless steel nuts and

bolts complete, including fixing the

railing with necessary accessories &

stainless steel dash fasteners ,

stainless steel bolts etc., of required

size, on the top of the floor or the side

of waist slab with suitable arrangement

as per approval of Engineer-in-charge,

(for payment purpose only weight of

stainless steel members shall be

considered excluding fixing accessories

such as nuts, bolts, fasteners etc.).

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

galvanised iron 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 should

11 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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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 complete :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface

paint system for interiors and exteriors

using Primer as per manufacturers

specifications :

13.48.3 Painting Steel work with Deluxe Multi Sqm 100 170.7 17070

Surface Paint to give an even shade.

Two or more coat applied @ 0.90 ltr/10

sqm over an under coat of primer

applied @ 0.80 ltr/10 sqm of approved

brand and manufacture

Schedule 05-PART-(D)- "Provision of Toilet Block" - Provision of a platform to High Level with toilet

blocks, water stands, seating arrangements and telecom amenities with all Divyang facilities at

Tinkheda (PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26

Item- 01 MS ITEM (DSR-2023 ITEMS)

S No. Item No 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

2.6 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-

2.25 Filling available excavated earth cum 25 196 4900

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

consolidating each deposited layer by

ramming and watering, lead up to 50

and for all lift.

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position

specified grade of reinforced cement

concrete, excluding the cost of

centering, shuttering, finishing and

reinforcement - All work up to plinth

III) derived from natural sources : 4

3 graded stone aggregate 20 mm

nominal size derived from natural

5.9S FORM WORK

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Centering and shuttering including

5.9 strutting, propping etc. and removal of

columns, etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, Sqm 33 927.25 30599.25

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 40 736.4 29456

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Sqm 120 961.3 115356

Posts and Struts

Edges of slabs and breaks in floors and

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 600 107.85 64710

grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and

binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of Kg 84 107.85 9059.4

grade 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

5.33 accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , 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

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 8 9504.75 76038

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 12 9860.4 118324.8

cement content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay

6.2 modular bricks of class designation 7.5

in foundation and plinth in:

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

8.31 Providing and fixing Ist quality ceramic Sqm 165 1267.95 209211.75

glazed wall tiles conforming to IS:

15622 (thickness to be specified by the

manufacturer), of approved make, in

all colours, shades except burgundy,

bottle green, black of any size as

approved by Engineer-in-Charge, in

skirting, risers of steps and dados, over

12 mm thick bed of cement mortar 1:3

(1 cement : 3 coarse sand) and jointing

with grey cement slurry @ 3.3kg per

sqm, including pointing in white

cement mixed with pigment of

matching shade complete.

9.0 WOOD AND P.V.C. WORK

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of

required pattern in frames of windows

9.48 etc. with M.S. flats, square or round

bars etc. including priming coat with

approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with Kg 50 238.35 11917.5

rawl plugs screws etc.

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing ISI marked

aluminium butt hinges anodised

(anodic coating not less than grade AC

10 as per IS: 1868) transparent or dyed

to required colour or shade with

necessary screws etc.complete:

Providing and fixing aluminium sliding

door bolts, ISI marked anodised (anodic

coating not less than grade AC 10 as

per IS : 1868), transparent or dyed to

required colour or shade, with nuts and

screws etc. complete :

Providing and fixing aluminium

handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to

required colour or shade, with

necessary screws etc. complete :

9.105S GYPSUM BOARD PARTITIONS

9.121 Providing and fixing Fiber Glass Metre 24 570.95 13702.8

Reinforced plastic (FRP) Door Frames of

cross-section 90 mm x 45 mm having

single rebate of 32mm x 15 mm to

receive shutter of 30 mm thickness.

The laminate shall be moulded with fire

resistant grade unsaturated polyester

resin and chopped mat. Door frame

laminate shall be 2 mm thick and shall

be filled with suitable wooden block in

all the three legs. The frame shall be

covered with fiber glass from all sides.

M.S. stay shall be provided at the

bottom to steady the frame.

Providing and fixing to existing door

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

9.122.2 30 mm thick Fiberglass Reinforced Sqm 8 4488.95 35911.6

Plastic (F.R.P.) flush door shutter in

different plain and wood finish made

with fire retardant grade unsaturated

polyester resin, moulded to 3 mm thick

FRP laminate all around, with suitable

wooden blocks inside at required

20 places for fixing of fittings and

polyurethane foam (PUF)/Polystyrene

foam to be used as filler material

throughout the hollow panel, casted

monolithically with testing parameters

of F.R.P. laminate conforming to table -

3 of IS: 14856, complete as per

direction of Engineer-in-charge.

Providing and fixing fly proof stainless

steel grade 304 wire gauge, to

windows and clerestory windows using

wire gauge with average width of

aperture 1.4 mm in both directions

with wire of dia. 0.50 mm all complete.

10.0 STEEL WORK

10.1S General

10.28 Providing and fixing stainless steel ( Kg 50 772.4 38620

Grade 304) railing made of Hollow

tubes, channels, plates etc., including

welding, grinding, buffing, polishing

and making curvature (wherever

required) and fitting the same with

necessary stainless steel nuts and

bolts complete, including fixing the

railing with necessary accessories &

stainless steel dash fasteners ,

stainless steel bolts etc., of required

size, on the top of the floor or the side

of waist slab with suitable arrangement

as per approval of Engineer-in-charge,

(for payment purpose only weight of

stainless steel members shall be

considered excluding fixing accessories

such as nuts, bolts, fasteners etc.).

11.0 FLOORING

11.41S VITRIFIED FLOOR TILES

Providing and laying Vitrified tiles in

floor in different sizes (thickness to be

specified by the manufacturer) with

water absorption less than 0.08% and

conforming to IS:15622, of approved

brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement

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

jointing with grey cement slurry @3.3

kg/sqm including grouting the joints

with white cement and matching

pigments etc. The tiles must be cut

with the zero chipping diamond cutter

only . Laying of tiles will be done with

the notch trowel, plier, wedge, clips of

required thickness, leveling system and

rubber mallet for placing the tiles

gently and easily.

Glazed Vitrified tiles Matt/Antiskid

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

11.46A Providing and fixing glazed screen Metre 50 216.2 10810

printed border tile 75mm wide having

thickness 5mm, of approved quality &

make, in all shades, design and prints,

in dado, over 12mm thick bed of

cement mortar 1:3 (1 Cement : 3

Coarse sand) and jointing with grey

cement slurry @ 3.3 kg/sqm including

pointing with white cement mixed with

pigment of matching shade, all

complete as approved by Engineer - in

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 : 13592 Type A,

12.41 including jointing with seal ring

conforming to IS : 5382, leaving 10 mm

gap for thermal expansion, (i) Single

socketed pipes.

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

12.42.1 Coupler

12.42.4 Single tee without door

12.42.5 Bend 87.5 degree

Providing and fixing unplasticised -PVC

pipe clips of approved design to

unplasticised - PVC rain water pipes by

means of 50x50x50 mm hard wood

12.43 plugs, screwed with M.S. screws of

required length, including cutting brick

work and fixing in cement mortar 1:4

(1 cement : 4 coarse sand) and making

good the wall etc. complete.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough

side of single or half brick wall of mix :

17.0 SANITARY INSTALLATIONS

17.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and fixing water closet

squatting pan (Indian type W.C. pan )

with 100 mm sand cast Iron P or S trap,

10 litre low level white P.V.C. flushing

cistern, including flush pipe, with

manually controlled device (handle

lever) conforming to IS : 7231,with all

fittings and fixtures complete,

including cutting and making good the

walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern Each 2 6767.4 13534.8

37 W.C. pan of size 580x440 mm with

integral type foot rests

Providing and fixing white vitreous

china pedestal type water closet

(European type W.C. pan) with seat

and lid, 10 litre low level white P.V.C.

flushing cistern, including flush pipe,

with manually controlled device

(handle lever), conforming to IS : 7231,

with all fittings and fixtures complete,

including cutting and making good the

walls and floors wherever required :

17.2.1 W.C. pan with ISI marked white solid Each 2 6515.55 13031.1

plastic seat and lid

Providing and fixing white vitreous

china flat back or wall corner type

lipped front urinal basin of

430x260x350 mm and 340x410x265

mm sizes respectively with automatic

17.4 flushing cistern with standard flush

pipe and C.P. brass spreaders with

brass unions and G.I clamps complete,

including painting of fittings and

brackets, cutting and making good the

walls and floors wherever required :

17.4.2 Range of two urinal basins with 5 litre Each 2 9612.4 19224.8

white P.V.C. automatic flushing cistern

Providing and fixing one piece

construction white vitreous china

squatting plate with an integral

longitudinal flushing pipe, white P.V.C.

automatic flushing cistern, with fittings,

standard size G.I. / PVC flush pipe for

back and front flush with standard

spreader pipes with fittings, G.I clamps

and C.P. brass coupling complete,

including painting of fittings and

cutting and making good the walls and

floors etc. wherever required :

17.6.1 Single squatting plate with 5 litre P.V.C. Each 1 9256.45 9256.45

automatic flushing cistern

Providing and fixing wash basin with

C.I. brackets, 15 mm C.P. brass pillar

taps, 32 mm C.P. brass waste of

17.7 standard pattern, including painting of

fittings and brackets, cutting and

making good the walls wherever

17.7.4 White Vitreous China Flat back wash Each 2 1879.2 3758.4

41 basin size 550x 400 mm with single 15

mm C.P. brass pillar tap

Providing and fixing P.V.C. waste pipe

17.28 for sink or wash basin including P.V.C.

waste fittings complete.

17.28.1 Semi rigid pipe

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

17.29 Providing and fixing 100 mm sand cast Each 4 53.25 213

Iron grating for gully trap.

Providing and fixing PTMT Waste

17.69 Coupling for wash basin and sink, of

approved quality and colour.

44 length and 62mm breadth weighing

not less than 45 gms

Providing and fixing PTMT urinal cock of

approved quality and colour.

mm high and 30mm wide with BSP

female threads weighing not less than

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated

Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water

supply, and all CPVC plain & brass

threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing.

This includes jointing of pipes & fittings

with one step CPVC solvent cement

and testing of joints complete as per

direction of Engineer in Charge. (

Internal work - Exposed on wall )

18.15S BRASS FITTINGS

Providing and fixing gun metal gate

18.17 valve with C.I. wheel of approved

quality (screwed end) :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all Per Litre 1500 11 16500

floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover

49 and suitable locking arrangement and

making necessary holes for inlet, outlet

and overflow pipes but without fittings

and the base support for tank.

18.54S PTMT FITTINGS

Providing and fixing PTMT pillar cock of

approved quality and colour.

weighing not less than 110 gms

AIR VALVE & WATER METER (BULK

Providing and fixing unplasticised

P.V.C. connection pipe with PTMT Nuts,

collar and bush of approved quality and

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2

class (light duty) R.C.C. pipes with

collars jointed with stiff mixture of

cement mortar in the proportion of 1:2

(1 cement : 2 fine sand) including

testing of joints etc. complete :

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Constructing brick masonry manhole in

cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with

1:1.5:3 mix (1 cement : 1.5 coarse

sand (zone-III) : 3 graded stone

aggregate 20 mm nominal

size),foundation concrete 1:4:8 mix (1

cement : 4 coarse sand (zone-III) : 8

graded stone aggregate 40 mm

19.7 nominal size), inside plastering 12 mm

thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with

floating coat of neat cement and

making channels in cement

concrete1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20

mm nominal size) finished with a

floating coat of neat cement complete

as per standard design :

Inside size 90x80 cm and 45 cm deep

including C.I. cover with frame (light

duty) 455x610 mm internal

19.7.1 dimensions, total weight of cover and

frame to be not less than 38 kg (weight

of cover 23 kg and weight of frame 15

19.7.1.1 With common burnt clay F.P.S. (non Each 2 12770.55 25541.1

53 modular) bricks of class designation

Making soak pit 2.5 m diameter 3.0

metre deep with 45 x 45 cm dry brick

19.32 honey comb shaft with bricks and S.W.

drain pipe 100 mm diameter, 1.8 m

long complete as per standard design.

19.32.1 With common burnt clay F.P.S. (non Each 1 26861.9 26861.9

54 modular) bricks of class designation

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing aluminium work for

doors, windows, ventilators and

partitions with extruded built up

standard tubular sections/ appropriate

Z sections and other sections of

approved make conforming to IS: 733

and IS: 1285, fixing with dash fasteners

of required dia and size, including

necessary filling up the gaps at

junctions, i.e. at top, bottom and sides

21.1 with required EPDM rubber/ neoprene

gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and

jointed mechanically wherever required

including cleat angle, Aluminium snap

beading for glazing / panelling, C.P.

brass / stainless steel screws, all

complete as per architectural drawings

and the directions of Engineer-in-

charge. (Glazing, panelling and dash

fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum Kg 10 530.9 5309

thickness of powder coating 50 micron)

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

For shutters of doors, windows &

ventilators including providing and

fixing hinges/ pivots and making

21.1.2 provision for fixing of fittings wherever

required including the cost of EPDM

rubber / neoprene gasket required

(Fittings shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum Kg 10 634.45 6344.5

thickness of powder coating 50 micron)

Schedule 06-PART-(E)(i)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading,

1.2 unloading and stacking for lead less

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, cum 2238.58 283.98 635711.95

unloading & stacking for first 50 metres

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

2.6 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-

Earth work in excavation by

mechanical means (Hydraulic

excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in

2.7 width as well as 10 sqm on plan)

including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

Excavating trenches by

mechanical/manual means of required

width for pipes, cables, etc including

excavation for sockets, and dressing of

sides, ramming of bottoms, for all

depth, including getting out the

2.10 excavated soil, and then returning the

soil as required, in layers not

exceeding 20 cm in depth, including

consolidating each deposited layer by

ramming, watering, etc. and disposing

of surplus excavated soil as directed,

within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 Metre 96 215.6 20697.6

2.10.1.2 Pipes, cables etc. exceeding 80 mm Metre 384 352.15 135225.6

dia. but not exceeding 300 mm dia

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

2.25 Filling available excavated earth cum 448 196 87808

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

6 exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50

and for all lift.

2.25A Excavating, supplying and filling of cum 304.16 700.5 213064.08

local earth (including royalty) by

mechanical transport upto a lead of

7 5km also including ramming and

watering of the earth in layers not

exceeding 20 cm in trenches, plinth,

sides of foundation etc. complete.

4.0 CONCRETE WORK

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.

4.20.1 All works upto plinth level :

4.20.1.2 Concrete of M15 grade with minimum cum 36.91 8986.15 331678.8

cement content of 240 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of Sqm 426.69 392.15 167326.48

columns, etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, Sqm 627.72 927.25 582053.37

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 100.51 736.4 74015.56

bressummers and cantilevers

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 22088.54 107.85 2382249.04

grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and

binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of Kg 10180.04 107.85 1097917.31

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

NAGPUR CR DIVISION-ENGINEERING/CENTRAL 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,

c u r i n g , 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

5.33.1 All works upto plinth level

5.33.1.3 Concrete of M55 grade with minimum cum 276.11 9806.7 2707727.94

cement content of 370 kg /cum

All works above plinth level upto floor V

5.33.2.3 Concrete of M35 grade with minimum cum 127.24 10162.35 1293057.41

cement content of 370 kg /cum

5.35 Add for using extra cement in the items Quintal 72 733.5 52812

16 of 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 modular) bricks of class

designation 7.5 in foundation and

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, Kg 13002 117.35 1525784.7

fixed with or without connecting plate,

18 including cutting, hoisting, fixing in

position and applying a priming coat of

approved steel primer all complete.

10.2 Structural steel work riveted, bolted or Kg 72804 133.7 9733894.8

welded in built up sections, trusses and

framed work, 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.

10.16.3 Electric resistance or induction butt Kg 26400 194.4 5132160

10.20 Providing and fixing bolts including Kg 1800 159.35 286830

nuts and washers complete.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Steel work welded in built up sections/

framed work, including cutting,

hoisting, fixing in position and applying

a priming coat of approved steel

primer using structural steel etc. as

10.25.1 In stringers, treads, landings etc. of Kg 31200 123.6 3856320

22 stair cases, including use of chequered

plate wherever required, all complete

10.28 Providing and fixing stainless steel ( Kg 35700 772.4 27574680

Grade 304) railing made of Hollow

tubes, channels, plates etc., including

welding, grinding, buffing, polishing

and making curvature (wherever

required) and fitting the same with

necessary stainless steel nuts and

bolts complete, including fixing the

railing with necessary accessories &

stainless steel dash fasteners ,

stainless steel bolts etc., of required

size, on the top of the floor or the side

of waist slab with suitable arrangement

as per approval of Engineer-in-charge,

(for payment purpose only weight of

stainless steel members shall be

considered excluding fixing accessories

such as nuts, bolts, fasteners etc.).

11.0 FLOORING

11.16S TILE FLOORING

Chequered terrazzo tiles 22 mm thick

with graded marble chips of size up to

6 mm in floors, jointed with neat

cement slurry mixed with pigment to

match the shade of the tiles, including

rubbing and polishing complete, on 20

mm thick bed of cement mortar 1:4 (1

cement :4 coarse sand) :

11.19.1 Light shade pigment using white Sqm 331.2 1533.8 507994.56

11.41S VITRIFIED FLOOR TILES

Providing and laying flamed finish

Granite stone flooring in required

design and patterns, in linear as well as

curvilinear portions of the building all

complete as per the architectural

drawings with 18 mm thick stone slab

over 20 mm (average) thick base of

11.55 cement mortar 1:4 (1 cement : 4

coarse sand) laid and jointed with

cement slurry and pointing with white

cement slurry admixed with pigment of

matching shade including rubbing,

curing and polishing etc. all complete

as specified and as directed by the

Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Sqm 884.38 3186.7 2818253.75

25 Black, Cherry Red, Elite Brown, Cat Eye

12.0 ROOFING

12.1S SHEET ROOFING

Providing valleys of 90 cm wide overall

in plain G.S. sheet fixed with polymer

12.5 coated J, or L hooks, bolts and nuts 8

mm dia G.I. limpet and bitumen

washers complete :

12.5.1 1.60 mm thick with zinc coating not Metre 70.38 1863.9 131181.28

less than 350 gm/m2

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

12.37S RAIN WATER SPOUT AND PIPE

Providing lead caulked joints to sand

cast iron rain water pipes and fittings:

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

12.42.1 Coupler

12.42.3 Single tee with door

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

galvanised iron 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 should

32 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 complete :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Painting with aluminium paint of

13.63 approved brand and manufacture to

give an even shade .

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Painting (two or more coats) on rain

water, soil waste and vent pipes and

fittings with aluminium paint of

approved brand and manufacture over

a priming coat of ready mixed zinc

chromate yellow primer on new work :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete

manually/ by mechanical means

15.2 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 cum 131.68 2434.25 320542.04

(including equivalent design mix)

15.60 Disposal of building rubbish / malba / cum 2238.58 263.95 590873.19

similar unserviceable, dismantled or

waste materials by mechanical means,

including loading, transporting,

37 unloading to approved municipal

dumping ground or as approved by

Engineer-in-charge, beyond 50 m initial

lead, for all leads including all lifts

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.81 Providing and erecting 2.00 metre high Metre 460 3439.5 1582170

temporary barricading at site; each

panel of size 2.50mx2.00m made of

40x40x6mm angle iron or 50x50x3mm

hollow MS tube posts/horizontal

members/bracings covered with

1.63mm thick MS sheet. The sheet shall

be fixed with 30x5mm MS flat by

suitable welding/riveting. The panels

shall be made so that gap of 50cm

above the ground is available making

overall height as 2.5m. MS channel

ISLC 75 @ 5.70 kg/m, 50cm long shall

be provided at the bottom having oval

shaped holes of size 50x25mm at both

ends with 50cm long MS angle

40x40x6mm bracing. Suitable

arrangement shall be made to fix the

barricading to avoid from overturning

by providing 250mm long expansion

fasteners at both ends. The work shall

be executed as per drawing/direction of

Engineer-in-Charge which includes

writing and painting, arrangement for

traffic diversion such as traffic signals

during construction at site for day and

night, glow lamps, reflective signs,

marking, flags, caution tape as directed

by the Engineer-in-Charge. The

barricading provided shall be retained

in position at site continuously

including shifting of barricading from

one location to another location as

many times as required during the

execution of the entire work till its

completion. Rate include its

maintenance for damages, painting, all

incidentals, labour materials,

equipments and works required to

execute the job. The barricading shall

not be removed without prior approval

of Engineer-in-Charge..

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

16.90 Providing and laying tactile tile (for Sqm 200.1 2017.6 403721.76

vision impaired persons as per

standards) of size 300x300x9.8mm

having with water absorption less than

0.5% and conforming to IS:15622 of

approved make in all colours and

shades in for outdoor floors such as

39 footpath, court yard, multi modals

location etc., laid on 20mm thick base

of cement mortar 1:4 (1 cement : 4

coarse sand) in all shapes & patterns

including grouting the joints with white

cement mixed with matching pigments

etc. complete as per direction of

Engineer-in-Charge.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of Sqm 946.45 1525.6 1443904.12

0.8 mm thick galvanized steel deck

sheet confirming to IS 277:1992 used

as permanent shuttering over which

MS wire mesh 3mm laid at 100x100

mm grid including edge trim covered

with concrete. This metal deck will be

supported on structural steel beam

with shear studs. (Structural steel like

Beam, column, joists etc. & concrete of

different grade as per design will be

paid separately).

Schedule 07-PART-(E)(ii)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 MS ITEM (USSOR-2021 ITEMS)

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

Exploratory drilling of boreholes down

to required depth, drilling of 150mm

dia. boreholes in all type of soils except

hard rock & large boulders (boulder

core more than 30cm) including

refilling, reinstating surface and

disposing off surplus material including

use of mechanical rigs with power

operated winches as well as

percussion/chiselling tool for advancing

through occasional seams of hard

strata to be employed, where

necessary in Dry area.

Schedule 08-PART-(E)(iii)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 MS ITEM (USSOR-2021 ITEM)

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

Rock/large Boulder at all levels

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Schedule 09-PART-(E)(iv)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 MS ITEM (USSOR-2021 ITEM)

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

Metallizing of steel work of girders with

sprayed aluminium after surface

preparation by Sand/grit blasting,

followed by one coat of etch primer

(IS:5666) & one coat of Zinc Chrome

primer (IS:104) and two coats of

aluminium paint (IS:2339) with all

labour, T&P and material as a complete

job duly conforming to all relevant

specifications and process given under

Clause 39 of IRS-B1-2001. Note:

Nominal Thickness of sprayed

Aluminium coating shall be 150

microns. DFT of Zinc chrome primer

shall be 25-30 microns and DFT of each

coat of Aluminium paint shall be 12-14

Schedule 10-PART-(E)(v)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 MS ITEM (USSOR-2021 ITEMS)

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

Supplying, fabrication, assembling of

all types of steel girders of specified

spans with structural steel conforming

to Quality "B0" Grade Designation E250

conforming to IS:2062, erection /

slewing / end launching of steel girders

with cranes or any other approved

launching methods as per site

conditions (not requiring traffic block)

on sub-structure including provision of

trolley refuges etc., complete as per

a p p r o v e d Q A P and drawings

conforming to IRS-B1-2001 and other

relevant codes and specifications.

Note: 1. Detailed fabrication and

erection drawings & launching

methodology will be prepared by the

contractor and got approved from

Railway. 2. The rate is all inclusive

including launching in position,

complete in all respect except cost of

(i) Painting / Metalising; (ii) Bearings &

(iii) HSFG bolts which shall be paid

extra under relevant item. 3. The

payment shall be made on the

theoretical weight of main components

and gusset plates only. 4. Payment

Schedule: (i) Receipt of material at site:

40% (ii) Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel Work)

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Grade Designation E350 instead of

Grade Designation E250 of Quality "B0"

as per IS: 2062

3 041014 Deduct for using steel conforming to MT 28.85 -3077.26 -88778.95

Quality "BR" instead of Quality "B0" of

Grade designation E250 as per IS:2062.

65mmx 65mmx 8mm or any other size

conforming to IS:2062 in the nosing of

steps of stair cases of Foot Over

Bridges including provision of 10mm

dia, anchor bar 600mm c/c and fixing

with main girder with M.S. flat, making

anti-slip arrangements over the top of

nosing as per approved scheme given

by Engineer in charge with all material,

labour, T&P as a complete job.

Providing and fixing various size HTS

holding down bolts conforming to

r e l e v a n t Codes/Specification in

concrete column or in other structures

with proper nuts, bolts, washers/plates,

grouting of holes with cement or epoxy

concrete with all material, labour, T&P

as a complete job.

6 041300 Assembling and erecting pre-fabricated MT 69.00 8948.67 617458.23

structures, such as columns, beams,

girders, other members of FOBs and

sheds; including leading all structural

elements within 1 Km lead, bolting,

riveting or welding as per approved

drawing or as directed by Engineer In-

charge. Rate shall include cost of

labour, materials, tools & plants and

only pre-fabricated structural elements

shall be given by Railway. (Work not

requiring traffic or power block).

Schedule 11-PART-(E)(vi)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 NS ITEM

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

1 01 Supplying, manufacturing, fabrication, Numbers 920.00 239.58 220413.60

testing and welding with stud guns etc.

of normal headed / round studs shear

connections 25 mm Dia and120 mm

length confirming to IS 3935-66 as per

specification of RDSO Drg. No. B11753,

5251 &RDSO-B- 11757-1 along with

ferrules on top flanges of girders for

deck slabs, asper the direction/

approval of Engineer in charge. Incase

shear connections /studs of others

sizes are required, then payment/

recovery on pro rate basis of weight

shall be made. the rate is inclusive of

all taxes, services charges,

transportation, lead & lift, wastage etc.

complete in all respect. Nothing extra

shall be payable other than the rate

quoted. Nothing extra shall be payable

against any breakdown of machines.

site facilities shall be provided by the

contractor at site. The facility of

required Electricity of400/440 V power

source K/380 KVA DG set, cable400 A

switch fuse, loading &unloading the

machine from truck and to carry to site

shall be done by the contractor.

Schedule 12-PART-(E)(vii)- "Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 NS ITEM

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

for launching girders under traffic block

(Specification for this item will follow

the specifications of USSOR-2019 vide

Schedule 13-PART-(E)(viii)-"Provision of 4m Wide Foot Over Bridge with Ramp and Staircase at

Tinkheda Station over Nagpur division" - Provision of a platform to High Level with toilet blocks,

Schedule water stands, seating arrangements and telecom amenities with all Divyang facilities at Tinkheda

(PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -

Item- 01 NS Item

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

fabrication of FOB'

Schedule 14-PART-(F)-"Raising of Platform No. 1 & 2 to High Level Platform along with Tactile

Pathway of Tinkheda Station" - Provision of a platform to High Level with toilet blocks, water stands,

seating arrangements and telecom amenities with all Divyang facilities at Tinkheda (PF-1 & 2) &

Mowad (PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -53.

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading, unloading and stacking

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

1.1.18 Disposal of moorum/building rubbish/ cum 459 494.1 226791.9

malba/ similar unserviceable,

dismantled or waste material by

mechanical transport including loading,

transporting, unloading to approved

municipal dumping ground for lead

upto 10 km for all lifts, complete as per

directions of Engineer-in-charge.

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

2.6 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-

Surface dressing of the ground

including removing vegetation and in-

2.28 equalities not exceeding 15 cm deep

and disposal of rubbish, lead up to 50

m and lift up to 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 plinth level :

III) derived from natural sources : 4

4 graded stone aggregate 20 mm

nominal size derived from natural

Providing and laying cement concrete

in retaining walls, return walls, walls

(any thickness) including attached

pilasters, columns, piers, abutments,

pillars, posts, struts, buttresses, string

or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain

window sills, fillets, sunken floor etc.,

up to floor five level, excluding the cost

of centering, shuttering and finishing:

III) derived from natural sources : 6

5 graded stone aggregate 20 mm

nominal size derived from natural

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.2 Walls (any thickness) including Sqm 2400 842.5 2022000

6 attached pilasters, buttresses, plinth

and string courses etc.

5.12S PRE-CAST RCC

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

5.12 Providing, hoisting and fixing above cum 200 10585.9 2117180

plinth level 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

7 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

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 40000 107.85 4314000

grade 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

5.33 accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , 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

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 200 9504.75 1900950

cement content of 330 kg /cum

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

11.20.3 Dark shade pigment using ordinary Sqm 3250 1119.5 3638375

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete

manually/ by mechanical means

15.2 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 cum 1530 2434.25 3724402.5

(including equivalent design mix)

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Dismantling tile work in floors and roofs

laid in cement mortar including

stacking material within 50 metres

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub Sqm 3250 218.9 711425

grade with power road roller of 8 to 12

tonne capacity after excavating earth

to an average of 22.5 cm depth,

13 dressing to camber and consolidating

with road roller including making good

the undulations etc. and re-rolling the

sub grade and disposal of surplus earth

with lead upto 50 metres.

16.3 Supplying and stacking at site.

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of cum 650 9823.8 6385470

mix M-25 with ready mixed concrete

from batching plant. The ready mixed

concrete shall be laid and finished with

screed board vibrator , vacuum

18 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

19 concrete instead of M-25 grade

concrete in C.C. pavement.

16.90 Providing and laying tactile tile (for Sqm 180 2017.6 363168

vision impaired persons as per

standards) of size 300x300x9.8mm

having with water absorption less than

0.5% and conforming to IS:15622 of

approved make in all colours and

shades in for outdoor floors such as

20 footpath, court yard, multi modals

location etc., laid on 20mm thick base

of cement mortar 1:4 (1 cement : 4

coarse sand) in all shapes & patterns

including grouting the joints with white

cement mixed with matching pigments

etc. complete as per direction of

Engineer-in-Charge.

Schedule 15-PART-(G)-"Provision of water stand- 16 Nos at TNH Station" - Provision of a platform to

High Level with toilet blocks, water stands, seating arrangements and telecom amenities with all

Divyang facilities at Tinkheda (PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda

station, UMB 2025-26 under PH -53.

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and laying cement concrete

in retaining walls, return walls, walls

(any thickness) including attached

pilasters, columns, piers, abutments,

pillars, posts, struts, buttresses, string

or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain

window sills, fillets, sunken floor etc.,

up to floor five level, excluding the cost

of centering, shuttering and finishing:

III) derived from natural sources : 4

1 graded stone aggregate 20 mm

nominal size derived from natural

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.90 Providing and laying tactile tile (for Sqm 96 2017.6 193689.6

vision impaired persons as per

standards) of size 300x300x9.8mm

having with water absorption less than

0.5% and conforming to IS:15622 of

approved make in all colours and

shades in for outdoor floors such as

2 footpath, court yard, multi modals

location etc., laid on 20mm thick base

of cement mortar 1:4 (1 cement : 4

coarse sand) in all shapes & patterns

including grouting the joints with white

cement mixed with matching pigments

etc. complete as per direction of

Engineer-in-Charge.

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing wash basin with

C.I. brackets, 15 mm C.P. brass pillar

taps, 32 mm C.P. brass waste of

17.7 standard pattern, including painting of

fittings and brackets, cutting and

making good the walls wherever

3 basin 530x345 mm with single 15 mm

C.P. brass pillar tap

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.

Schedule 16-PART-(H)-"Provision of COP & seating benches at Tinkheda" - Provision of a platform to

High Level with toilet blocks, water stands, seating arrangements and telecom amenities with all

Divyang facilities at Tinkheda (PF-1 & 2) & Mowad (PF-1) stations. Provision of FOB at Tinkheda

station, UMB 2025-26 under PH -53.

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

2.6 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-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding

the cost of centering and shuttering -

All work up to plinth level :

III) derived from natural sources : 6

2 graded stone aggregate 20 mm

nominal size derived from natural

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.

4.20.1 All works upto plinth level :

4.20.1.1 Concrete of M10 grade with minimum cum 12 8835.15 106021.8

cement content of 220 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of Sqm 85 392.15 33332.75

columns, etc. for mass 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 level.

5.22A.6 Thermo-Mechanically Treated bars of Kg 700 107.85 75495

grade Fe-500D or more.

6.0 MASONRY WORK

6.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

6.4 designation 7.5 in superstructure

above plinth level up to floor V level in

all shapes and sizes in :

8.0 CLADDING WORK

8.1S General

Providing and fixing 18 mm thick gang

saw cut, mirror polished, premoulded

and prepolished, machine cut for

kitchen platforms, vanity counters,

window sills, facias and similar

locations of required size, approved

shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated

with white cement, mixed with

matching pigment, epoxy touch ups,

including rubbing, curing, moulding

and polishing to edges to give high

gloss finish etc. complete at all levels

Granite stone slab all colour and

texture except black, Cherry/Ruby red

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, Kg 7850 117.35 921197.5

fixed with or without connecting plate,

9 including cutting, hoisting, fixing in

position and applying a priming coat of

approved steel primer all complete.

10.2 Structural steel work riveted, bolted or Kg 9200 133.7 1230040

welded in built up sections, trusses and

framed work, including cutting,

hoisting, fixing in position and applying

a priming coat of approved steel

primer all complete.

10.20 Providing and fixing bolts including Kg 550 159.35 87642.5

nuts and washers complete.

Steel work welded in built up sections/

framed work, including cutting,

hoisting, fixing in position and applying

a priming coat of approved steel

primer using structural steel etc. as

10.25.1 In stringers, treads, landings etc. of Kg 16500 123.6 2039400

12 stair cases, including use of chequered

plate wherever required, all complete

11.0 FLOORING

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm

(average) thick base laid over and

jointed with grey cement slurry mixed

11.26 with pigment to match the shade of the

slab, including rubbing and polishing

complete with base of cement mortar 1

: 4 (1 cement : 4 coarse sand) :

12.0 ROOFING

12.1S SHEET ROOFING

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and fixing 15 cm wide, 45 cm

overall semi-circular plain G.S. sheet

gutter with iron brackets 40x3mm size,

bolts, nuts and washers etc., including

making necessary connections with

rain water pipes complete.

less than 275 gm/m2

12.11 Extra for providing and fixing wind ties Metre 450 195.6 88020

of 40x 6 mm flat iron section.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

13.50 Applying priming coat:

chromate primer of approved brand

and manufacture on steel galvanised

iron/ steel works

Painting with aluminium paint of

13.63 approved brand and manufacture to

give an even shade .

RAIN WATER HARVESTING &

23.1S General

Supplying, assembling, lowering and

fixing in vertical position in bore well,

ERW (Electric Resistance Welded) FE

410 mild steel screwed and

socketed/plain ended casing pipes of

required dia, conforming to IS: 4270, of

reputed & approved make, including

painted with outside surface with two

coats of anticorrosive paint of

approved brand and manufacture,

including required hire & labour

charges, fittings & accessories, all

complete, for all depths, as per

direction of Engineer-in-charge.

minimum wall thickness 5.00 mm

26.0 NEW TECHNOLOGIES AND MATERIALS

26.1S General

26.6A Providing, erecting, laying and fixing in Sqm 75 6012.1 450907.5

position in 3.5 to 4 mm thick bamboo

mat corrugated sheet (BMCS) as per IS:

15476-2004 in roofing with self drilling

20 screws along with EPDM washers

complete or with galvanized iron J or L

hooks 8mm dia G.I. plain and bitumen

washers etc, all complete as per

direction of Engineer-in-Charge.

Schedule 17-PART-(I)-"Proposed Construction of Toilet along with Divyangjan block at Tinkheda

Station" - Provision of a platform to High Level with toilet blocks, water stands, seating

arrangements and telecom amenities with all Divyang facilities at Tinkheda (PF-1 & 2) & Mowad

(PF-1) stations. Provision of FOB at Tinkheda station, UMB 2025-26 under PH -53.

Item- 01 MS ITEM (DSR-2023 ITEMS)

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

2.0 EARTH WORK

2.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Earth work in excavation by

mechanical means (Hydraulic

excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in

2.6 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-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding

the cost of centering and shuttering -

All work up to plinth level :

III) derived from natural sources : 6

2 graded stone aggregate 20 mm

nominal size derived from natural

4.10S DAMP-PROOF COURSE

4.11 Providing and laying damp-proof Sqm 12 495.75 5949

course 50mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse

3 sand (zone-III) derived from natural

sources : 4 graded stone aggregate

20mm nominal size derived from

natural sources).

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of Sqm 21.6 392.15 8470.44

columns, etc. for mass concrete

5.9.2 Walls (any thickness) including Sqm 12 842.5 10110

5 attached pilasters, buttresses, plinth

and string courses etc.

5.9.3 Suspended floors, roofs, landings, Sqm 60 927.25 55635

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 48 736.4 35347.2

bressummers and cantilevers

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

ready to use cut and bend rebars of

approved make from factory/workshop

to construction site including placing in

position and binding all complete upto

5.22B.1 Thermo-Mechanically Treated bars of Kg 800 99.65 79720

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

NAGPUR CR DIVISION-ENGINEERING/CENTRAL 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,

c u r i n g , 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

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 1.5 9504.75 14257.13

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 18.23 9860.4 179755.09

cement content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay

6.2 modular bricks of class designation 7.5

in foundation and plinth in:

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

6.4 designation 7.5 in superstructure

above plinth level up to floor V level in

all shapes and sizes in :

7.0 STONE WORK

7.24S MISCELLANEOUS STONE WORK

Stone tile work for wall lining upto 10 m

height with special adhesive over 12

mm thick bed of cement mortar 1:3 (1

7.38 cement : 3 coarse sand), including

pointing in white cement with an

admixture of pigment to match the

8 mm thick (mirror polished and

machine cut edge)

13 7.38.1.1 Granite stone of any colour and shade Sqm 18 3094.55 55701.9

8.0 CLADDING WORK

8.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and fixing 18 mm thick gang

saw cut, mirror polished, premoulded

and prepolished, machine cut for

kitchen platforms, vanity counters,

window sills, facias and similar

locations of required size, approved

shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated

with white cement, mixed with

matching pigment, epoxy touch ups,

including rubbing, curing, moulding

and polishing to edges to give high

gloss finish etc. complete at all levels

Granite stone slab colour black,

Cherry/Ruby red

Providing edge moulding to 18 mm

thick marble stone counters, Vanities

etc., including machine polishing to

edge to give high gloss finish etc.

complete as per design approved by

Engineer-in-Charge.

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 108 1267.95 136938.6

glazed wall tiles conforming to IS:

15622 (thickness to be specified by the

manufacturer), of approved make, in

all colours, shades except burgundy,

bottle green, black of any size as

approved by Engineer-in-Charge, in

skirting, risers of steps and dados, over

12 mm thick bed of cement mortar 1:3

(1 cement : 3 coarse sand) and jointing

with grey cement slurry @ 3.3kg per

sqm, including pointing in white

cement mixed with pigment of

matching shade complete.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing and fixing panelled or

panelled and glazed shutters for doors,

windows and clerestory windows, fixing

with butt hinges of required size with

necessary screws, excluding panelling

which will be paid for separately, all

complete as per direction of Engineer-

9.5.1 Second class teak wood

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.70 stainless steel butt hinges with

stainless steel screws etc. complete :

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium sliding

door bolts, ISI marked anodised (anodic

coating not less than grade AC 10 as

per IS : 1868), transparent or dyed to

required colour or shade, with nuts and

screws etc. complete :

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and fixing aluminium tower

bolts, ISI marked, anodised (anodic

coating not less than grade AC 10 as

per IS : 1868 ) transparent or dyed to

required colour or shade, with

necessary screws etc. complete :

Providing and fixing aluminium

handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to

required colour or shade, with

necessary screws etc. complete :

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing to existing door

9.122.1 30 mm thick Glass Fibre Reinforced Sqm 7 3720.75 26045.25

Plastic (FRP) panelled door shutter of

required colour and approved brand

and manufacture, made with fire -

retardant grade unsaturated polyester

resin, moulded to 3 mm thick FRP

24 laminate for forming hollow rails and

styles, with wooden frame and suitable

blocks of seasoned wood inside at

required places for fixing of fittings,

cast monolithically with 5 mm thick FRP

laminate for panels conforming to IS:

14856, including fixing to frames.

9.143 Providing and Fixing factory made Metre 20 623 12460

uPVC door frame, made of uPVC

extruded sections, of size 65 mm x 55

mm with wall thickness 2.0 mm ( +/-

0.2 mm), corners of the door frame to

be mitred cut and jointed with plastic

brackets and stainless steel screws,

reinforcing hinge side vertical of the

frames with PVC profile of Size 28 mm

x 30 mm having wall thickness 2 mm (

+/-0.2 mm), including providing &

fixing 3 nos of 125 mm long stainless

steel hinges to the frame, fixing the

frame with jamb with required number

& size of anchor dash fasteners, all

complete as per manufacturer's

specification and direction of Engineer-

10.0 STEEL WORK

10.1S General

Providing and fixing hand rail of

approved size by welding etc. to steel

ladder railing, balcony railing, staircase

railing and similar works, including

applying priming coat of approved

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

10.28 Providing and fixing stainless steel ( Kg 96 772.4 74150.4

Grade 304) railing made of Hollow

tubes, channels, plates etc., including

welding, grinding, buffing, polishing

and making curvature (wherever

required) and fitting the same with

necessary stainless steel nuts and

bolts complete, including fixing the

railing with necessary accessories &

stainless steel dash fasteners ,

stainless steel bolts etc., of required

size, on the top of the floor or the side

of waist slab with suitable arrangement

as per approval of Engineer-in-charge,

(for payment purpose only weight of

stainless steel members shall be

considered excluding fixing accessories

such as nuts, bolts, fasteners etc.).

11.0 FLOORING

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles

in different sizes (thickness to be

specified by the manufacturer) with

water absorption less than 0.08% and

conforming to IS: 15622, of approved

make, in all colours and shades, laid on

20mm thick cement mortar 1:4 (1

cement : 4 coarse sand), jointing with

grey cement slurry @ 3.3 kg/ sqm

including grouting the joints with white

cement and matching pigments etc.,

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 : 13592 Type A,

12.41 including jointing with seal ring

conforming to IS : 5382, leaving 10 mm

gap for thermal expansion, (i) Single

socketed pipes.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough

side of single or half brick wall of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris Sqm 45 262.7 11821.5

putty of 2 mm thickness over plastered

surface to prepare the surface even

and smooth complete.

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface

paint system for interiors and exteriors

using Primer as per manufacturers

specifications :

13.48.1 Two or more coats applied on walls @ Sqm 270 193.7 52299

1.25 ltr/10 sqm over and including one

coat of Special primer applied @ 0.75

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

13.48.3 Painting Steel work with Deluxe Multi Sqm 10 170.7 1707

Surface Paint to give an even shade.

Two or more coat applied @ 0.90 ltr/10

sqm over an under coat of primer

applied @ 0.80 ltr/10 sqm of approved

brand and manufacture

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet

squatting pan (Indian type W.C. pan )

with 100 mm sand cast Iron P or S trap,

10 litre low level white P.V.C. flushing

cistern, including flush pipe, with

manually controlled device (handle

lever) conforming to IS : 7231,with all

fittings and fixtures complete,

including cutting and making good the

walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern Each 2 6767.4 13534.8

35 W.C. pan of size 580x440 mm with

integral type foot rests

Providing and fixing white vitreous

china flat back half stall urinal of size

580x380x350 mm with white PVC

automatic flushing cistern, with fittings,

standard size C.P. brass flush pipe,

spreaders with unions and clamps (all

in C.P. brass) with waste fitting as per

IS : 2556, C.I. trap with outlet grating

and other couplings in C.P. brass,

including painting of fittings and

cutting and making good the walls and

floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. Each 2 12071.75 24143.5

automatic flushing cistern

Providing and fixing wash basin with

C.I. brackets, 15 mm C.P. brass pillar

taps, 32 mm C.P. brass waste of

17.7 standard pattern, including painting of

fittings and brackets, cutting and

making good the walls wherever

17.7.2 White Vitreous China Wash basin size Each 2 2226.35 4452.7

37 630x450 mm with a single 15 mm C.P.

brass pillar tap

17.22A Providing and fixing CP Brass 32mm Each 2 1034.8 2069.6

size Bottle Trap of approved quality &

make and as per the direction of

Engineer-in-charge.

17.22B Providing and fixing CP Brass Single Each 2 6940.75 13881.5

lever telephonic wall mixer of quality

and make as approved by Engineer in

charge.(a) 15 mm nominal dia

Providing and fixing mirror of superior

glass (of approved quality) and of

required shape and size with plastic

moulded frame of approved make and

shade with 6 mm thick hard board

glass shelf with edges round off,

supported on anodised aluminium

41 angle frame with C.P. brass brackets

and guard rail complete fixed with 40

mm long screws, rawl plugs etc.,

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and fixing toilet paper holder

Providing and fixing PTMT towel rail

complete with brackets fixed to

17.73 wooden cleats with CP brass screws

with concealed fittings arrangement of

approved quality and colour.

length of 645 mm, width 78 mm and

effective height of 88 mm, weighing

not less than 190 gms.

Urinal spreader size 95x69x100 mm

with1/2" BSP thread and shapes,

weighing not less than 60 gms.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated

Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water

supply, and all CPVC plain & brass

threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing.

This includes jointing of pipes & fittings

with one step CPVC solvent cement

and testing of joints complete as per

direction of Engineer in Charge. (

Internal work - Exposed on wall )

18.15S BRASS FITTINGS

Providing and fixing ball valve (brass)

18.18 of approved quality, High or low

pressure, with plastic floats complete :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Constructing masonry Chamber

90x90x100 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4

coarse sand) for sluice valve, with

C.I.surface box 100 mm top diameter,

160 mm bottom diameter and 180 mm

deep (inside) with chained lid and RCC

top slab 1:1.5:3 mix (1 cement : 1.5

coarse sand : 3 graded stone

18.34 aggregate 20 mm nominal size ),

including necessary excavation,

foundation concrete 1:5:10 (1 cement :

5 fine sand: 10 graded stone aggregate

40 mm nominal size ) and inside

plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat

cement complete as per standard

48 modular) bricks of class designation

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass stop

cock (concealed) of standard design

and of approved make conforming to

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

AIR VALVE & WATER METER (BULK

18.65 Providing and fixing PTMT soap Dish Each 5 111.45 557.25

Holder having length of 138mm,

50 breadth 102mm, height of 75mm with

concealed fitting arrangements,

weighing not less than 106 gms.

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying cement concrete

1:5:10 (1 cement : 5 coarse sand :10

graded stone aggregate 40 mm

nominal size) up to haunches of S.W.

pipes including bed concrete as per

standard design :

Constructing brick masonry manhole in

cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with

1:1.5:3 mix (1 cement : 1.5 coarse

sand (zone-III) : 3 graded stone

aggregate 20 mm nominal

size),foundation concrete 1:4:8 mix (1

cement : 4 coarse sand (zone-III) : 8

graded stone aggregate 40 mm

19.7 nominal size), inside plastering 12 mm

thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with

floating coat of neat cement and

making channels in cement

concrete1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20

mm nominal size) finished with a

floating coat of neat cement complete

as per standard design :

Inside size 120x90 cm and 90 cm deep

including C.I. cover with frame

(medium duty) 500 mm internal

19.7.2 diameter, total weight of cover and

frame to be not less than 116 kg

(weight of cover 58 kg and weight of

19.7.2.1 With common burnt clay F.P.S. (non Each 1 26405.5 26405.5

52 modular) bricks of class designation

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing glazing in

aluminium door, window, ventilator

shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete

as per the architectural drawings and

the directions of engineer-in-charge .

(Cost of aluminium snap beading shall

be paid in basic item):

53 thickness (weight not less than 12.50