(i) Extension of covered shed, crane gantry and rail at Traction Motor Shop (ii) Extension of 'B' traverser bay by 15 meters at southern end and (iii) Construction of Gents and Ladies Staff Locker room for Carriage Body Shop inside Central workshop/GOC.

Description:- Extension of covered shed, crane gantry and rail at Traction Motor Shop. Above/ Please see Item Breakup for details. 3405802.89 AT Par 3405802.89

Description:- Extension of 'B' traverser bay by 15 meters at southern end. S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit Schedule () A2-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli Division - Except supply of reinforcement steel. (The Tenderer/contractor shall quote a rate 'at par' or a collective percentage above 4908252.29 or below the advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over CPWD-DSR 2021 basic value) Above/ Please see Item Breakup for details. 913079.65 AT Par 913079.65 Below/Par 1 Description:- Construction of Gents and Ladies Staff Locker room for Carriage Body Shop - Below plinth Above/ Please see Item Breakup for details. 3395695.35 AT Par 3395695.35 Below/Par

plinth. TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Above/ Please see Item Breakup for details. 445542.16 AT Par 445542.16 Below/Par 3 Description:- Construction of Gents and Ladies Staff Locker room for Carriage Body Shop - Provision of HDCC flooring Above/ Please see Item Breakup for details. 153935.13 AT Par 153935.13 Below/Par 4 Description:- Construction of Gents and Ladies Staff Locker room for Carriage Body Shop - Renovation of material storage shed. S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit Schedule () A3-All items which are covered by Unified Standard Schedule of rates 2021 for Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a 2314116.10 collective percentage above or below the advertised value of schedule 'A3' (The advertised value is inclusive of Railways escalation over USSOR 2021 basic value) Above/ Please see Item Breakup for details. 2314116.10 AT Par 2314116.10

Description:- Extension of covered shed, crane gantry and rail at Traction Motor Shop. S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit Schedule () A4-All items which are covered by Unified Standard Schedule of rates 2021 for Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a 75410.89 collective percentage above or below the advertised value of schedule 'A4' (The advertised value is inclusive of Railways escalation over USSOR 2021 basic value) Above/ Please see Item Breakup for details. 28200.00 5.36 29711.52

Description:- Extension of 'B' traverser bay by 15 meters at southern end. Above/ Please see Item Breakup for details. 43374.50 5.36 45699.37

Description:- Construction of Gents and Ladies Staff Locker room for Carriage Body Shop S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit Schedule () A5-Supply of reinforcement steel only - Item/All Items which is/are covered by CPWD-DSR 2021 for Tiruchchirappalli Division and CPWD Specifications-2019. (The tenderer/contractor shall quote a rate 'at par' or a 1614704.08 collective percentage above or below the advertised value of schedule 'A5' (The advertised value is inclusive of Railways escalation over CPWD-DSR 2021 basic value) Above/ Please see Item Breakup for details. 1614704.08 AT Par 1614704.08 Below/Par 1 Description:- Supply of steel reinforcement including straightening, cutting, bending, placing in position and binding all complete. S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit Schedule () B1-Items which are not covered by Unified Standard Schedule of rates 2021 and CPWD-DSR-2021 for Tiruchchirappalli Division. (The 540538.96 tenderer/contractor shall quote unit rate)-Extension of covered shed, crane gantry and rail at Traction Motor Shop.

Description:- Supply and fixing of no power roof ventilator of approved quality like IETC 500 mm dia

materials including necessary connecting structural members with the roof structures, fitting accessories etc. all leads and lifts etc, complete by the contractor and as directed by Engineer's representative.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

approved quality and make, twin walled polycarponate clear sheets of standard size to suit the existing structural runner inclusive of fixing of clamp aluminium glazing bar, bolts, stuts, nuts,washers, cleats shoes etc. with all labour material tools and plants other consumable including handling and installation etc. complete by the contractor and directed by the Engineer's representative.

Description:- Supply, fabrication and erection of steel work for the crane rails as per Railway's

bolts and nuts, washers with all labours, materials, lead, lift etc., complete by the contractor and as directed by the Engineer's representative.

materials, labour, lead, lift etc., complete and as directed by the Engineer in charge at site.

Description:- Laying 15 mm thick hardened topping on concrete surface with 1 part metallic floor

specifications etc., complete and as directed by Engineer-in-charge. (All labour and materials by the contractor).(

shrinkage & cracks free surface. Methodology to be adopted as per users manual of the equipment & as directed by Engineer- in-charge.

Description:- Design and supply of structural drawing of proposed steel structural shed as per general arrangements drawing supplied by Railway along with design calculation sheets for steel andl R.C.C. works with M-25 mix & Fe500 Steel and structural steel. The design and structural drawings to be prepared by any one of recognized and reputed Engineering Colleges duly proof checked by premier institutions (IIT, NIT and SERC) etc. , complete and as directed by the Engineer-in-charge. (All

prepare structural design duly taking trial pit details. (ii) Foundation design shall conform to the safe bearing capacity of soils. (iii)Analysis of structure to suit loading standard as per the relevant IS codes and Railway specification.(iv) Structural drawings shall be submitted for all works. (vii) Auto CADD soft copy and hard copy of design and structural drawing shall be submitted for the approval of competent authority (v) The Design and Structural drawing shall be submitted in 2 sets in 'A0/A1' size tracing sheets and 3 sets in white sheets and as directed by Engineer-in-charge. S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit Schedule () B2-Items which are not covered by Unified Standard Schedule of rates 2021 and CPWD-DSR-2021 for Tiruchchirappalli Division. (The 88216.80 tenderer/contractor shall quote unit rate)-Extension of 'B' traverser bay by 15 meters at southern end.

Description:- Laying 15 mm thick hardened topping on concrete surface with 1 part metallic floor

specifications etc., complete and as directed by Engineer-in-charge. (All labour and materials by the contractor)

shrinkage & cracks free surface. Methodology to be adopted as per users manual of the equipment & as directed by Engineer-in-charge. Track

metre Description:- Labour charge for laying track using railway's 90R II/52 kg II class rails and bearing

from the nearest location, fixing the MS angle 100 x100 x10mm on both side of running track as exists in the traverser including all labour charge, lead, lift, incidental charges, machineries, consumables and trucking out the released rails etc., complete and as directed by the Engineer-in- charge at site.

Engineer-in-charge. S.No. Item Item Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Qty Unit TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Schedule () B3-Items which are not covered by Unified Standard Schedule of rates 2021 and CPWD-DSR-2021 for Tiruchchirappalli Division. (The 173514.00 tenderer/contractor shall quote unit rate)-Construction of Gents and Ladies Staff Locker room for Carriage Body Shop.

Description:- Lime concrete terracing on roofs average thickness 10cm laid to fall with 25mm

with gur and belgiri treatment complete including rounding of junctions with parapet wall complete - upto floor two leve

Description:- Design and supply of structural drawing of proposed building as per general arrangements drawing supplied by Railway along with design calculation sheets for all R.C.C. works including Staircase with M-25 mix & Fe500 Steel. The design and structural drawings to be prepared by any one of recognized and reputed Engineering Colleges duly proof checked by premier institutions (IIT, NIT and SERC) etc. , complete and as directed by the Engineer-in-charge. (All labour

shall prepare structural design duly taking trial pit details. (ii) Foundation design shall conform to the safe bearing capacity of soils. (iii)Analysis of structure to suit loading standard as per the relevant IS codes and Railway specification. (iv)Foundation shall be designed for G+1 floors. (v) Roof slab shall be designed with 'T' Beam. (vi) Structural drawings shall be submitted for all RCC works. (vii) Auto CADD soft copy and hard copy of design and structural drawing shall be submitted for the approval of competent authority (viii) The Design and Structural drawing shall be submitted in 2 sets in 'A0/A1' size tracing sheets and 3 sets in white sheets as directed by Engineer-in-charge.

Description:- Laying 15 mm thick hardened topping on concrete surface with 1 part metallic floor

specifications etc., complete and as directed by Engineer-in-charge. (All labour and materials by the contractor).

shrinkage & cracks free surface. Methodology to be adopted as per users manual of the equipment & as directed by Engineer- in-charge.

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

of Railways escalation over CPWD-DSR 2021 basic value)

Item- 1 Extension of covered shed, crane gantry and rail at Traction Motor Shop.

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading, unloading

and stacking for lead less than 0.50 KM

1.2.1 Lime, moorum, building rubbish

1.2.1.1 Cost of carriage including loading, unloading & cum 77.78 187.24 14563.53

stacking for first 50 metres

1.2.1.2 Every additional lead of 50m or part thereof cum- 77.78 40.77 3171.09

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

Earth work in surface excavation not

exceeding 30 cm in depth but exceeding 1.5

m in width as well as 10 sqm on plan including

getting out and disposal of excavated earth

upto 50 m and lift upto 1.5 m, as directed by

Engineer-in- Charge:

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan),

2.8 including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out

the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.27 Supplying and filling in plinth with sand under cum 14 2161.2 30256.8

5 floors, including watering, ramming,

consolidating and dressing complete.

Felling trees of the girth (measured at a height

of 1 m above ground level), including cutting

2.33 of trunks and branches, removing the roots

and stacking of serviceable material and

disposal of unserviceable material.

2.33.2 Beyond 60 cm girth upto and including 120 cm Each 3 1957.15 5871.45

2.33.3 Beyond 120 cm girth upto and including 240 Each 3 9084.05 27252.15

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

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

im pro v e durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering,

shuttering and finishing as per direction of the

engineer-in-charge; for the following grades of

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

minimum specified cement content in design

mix shall be payable separately. In case the

cement content in design mix is more than

110% of the minimum specified cement

content, the contractor shall have discretion to

either re-design the mix or bear the cost of

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement cum 28 8387.15 234840.2

content of 270 kg /cum

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 14 307.95 4311.3

for mass concrete

5.33S DESIGN MIX CONCRETE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability

without impairing strength; including pumping

of concrete to site of laying, curing, carriage

5.33 for all leads; but excluding the cost of

centering, shuttering, finishing and

reinforcement as per direction of the engineer-

in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall

be payable separately. In case the cement

content in design mix is more than 1.10 times

of the specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement cum 44.44 8825.35 392198.55

content of 350 kg /cum

7.0 STONE WORK

7.1S RANDOM RUBBLE MASONRY

Random rubble masonry with hard stone in

foundation and plinth including levelling up

7.1 with cement concrete 1:6:12 (1 cement : 6

coarse sand : 12 graded stone aggregate 20

mm nominal size) upto plinth level with :

Random rubble masonry with hard stone in

superstructure above plinth level and upto

floor five level, including leveling up with

7.2 cement concrete 1:6:12 (1 cement : 6 coarse

sand : 12 graded stone aggregate 20 mm

nominal size) at window sills, ceiling level and

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed Kg 3000 93.05 279150

with or without connecting plate, including

14 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

Supplying and fixing rolling shutters of

approved make, made of required size M.S.

laths, interlocked together through their entire

length and jointed together at the end by end

locks, mounted on specially designed pipe

shaft with brackets, side guides and

arrangements for inside and outside locking

with push and pull operation complete,

including the cost of providing and fixing

necessary 27.5 cm long wire springs

manufactured from high tensile steel wire of

adequate strength conforming to IS: 4454 -

part 1 and M.S. top cover of required thickness

for rolling shutters.

10.7 Providing and fixing ball bearing for rolling Each 2 424.2 848.4

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Extra for providing mechanical device chain

10.8 and crank operation for operating rolling

10.9 Extra for providing grilled rolling shutters Sqm 10 668.95 6689.5

manufactured out of 8 mm dia M.S. bar

18 instead of laths as per design approved by

Engineer-in- charge, (area of grill to be

12.0 ROOFING

Providing, fixing and embedding sand cast iron

accessories for rain water pipes in the

12.40 masonry surrounded with 12 mm thick cement

mortar of the same mix, as that of masonry

(lead caulking will be paid for separately):

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.5 Bend 87.5 degrees

Providing and fixing unplasticised -PVC pipe

clips of approved design to unplasticised - PVC

rain water pipes by means of 50x50x50 mm

hard wood 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.

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any

pitch, including fixing with polymer coated 'J'

or 'L' hooks, bolts & nuts 8mm dia. G.I

plain/bitumen washers complete but excluding

the cost of purlins, rafters, trusses etc. The

sheets shall be manufactured out of 2400 TEX

12.47 panel rovigs incorporating minimum 0.3%

ultra-violet stabiliser in resin system under

approximately 2400 psi and hot cured. They

shall be of uniform pigmentation and thickness

without air pockets and shall conform to IS

10192 and IS 12866.The sheets shall be

opaque or translucent, clear or pigmented,

textured or smooth as specified.

step-down (2" or 3" or 6" ) as specified

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

12.50 Providing and fixing precoated galvanised iron Sqm 350 671.55 235042.5

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm

as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns.

Sheet should have protective guard film of 25

24 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 0.50 mm

(+0.05 %) total coated thickness, Zinc coating

120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns using self drilling/ self tapping screws

13.0 FINISHING

13.33S POINTING ON STONE WORK

Pointing on stone work with cement mortar 1:3

(1 cement : 3 fine sand) :

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth exterior

paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Sqm 328.14 166.85 54750.16

28 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

Finishing walls with Premium Acrylic Smooth

13.47 exterior paint with Silicone additives of

required shade:

13.47.1 New work (Two or more coats applied @ 1.43 Sqm 328.14 162.35 53273.53

29 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 250 55.5 13875

30 primer of approved brand and manufacture on

steel galvanised iron/ steel works

13.50.4 With ready mixed red oxide zinc chromate Sqm 250 29.75 7437.5

31 primer of approved brand and manufacture on

steel work (second coat)

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even shade

15.0 DISMANTLING AND DEMOLISHING

15.18 Dismantling steel work in built up sections in Kg 7000 4.65 32550

angles, tees, flats and channels including all

33 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

15.60 Disposal of building rubbish / malba / similar cum 42 219.35 9212.7

unserviceable, dismantled or waste materials

by mechanical means, including loading,

35 transporting, unloading to approved municipal

dumping ground or as approved by Engineer-

in-charge, beyond 50 m initial lead, for all

leads including all lifts involved.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling

etc.-External work

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing G.I. Union in G.I. pipe

including cutting and threading the pipe and

making long screws etc. complete (New work)

Providing and fixing G.I. Union in existing G.I.

pipe line, cutting and threading the pipe and

making long screws, including excavation,

refilling the earth or cutting of wall and

making good the same complete wherever

Item- 2 Extension of 'B' traverser bay by 15 meters at southern end.

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading, unloading

and stacking for lead less than 0.50 KM

1.2.1 Lime, moorum, building rubbish

1.2.1.1 Cost of carriage including loading, unloading & cum 262.5 187.24 49150.5

stacking for first 50 metres

1.2.1.2 Every additional lead of 50m or part thereof cum- 262.5 40.77 10702.13

beyond1st 50 m upto 9 such additional lead lead

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, unloading & cum 262.5 234.05 61438.13

stacking for first 50 metres

1.2.2.2 Every additional lead of 50m or part thereof cum- 262.5 50.96 13377

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan),

2.8 including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out

the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.25 Filling available excavated earth (excluding cum 126.4 253.95 32099.28

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

8 4.3.1 Foundations, footings, bases for columns Sqm 2.25 307.95 692.89

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 190 307.95 58510.5

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 160 766.55 122648

and access platform

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability

without impairing strength; including pumping

of concrete to site of laying, curing, carriage

5.33 for all leads; but excluding the cost of

centering, shuttering, finishing and

reinforcement as per direction of the engineer-

in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall

be payable separately. In case the cement

content in design mix is more than 1.10 times

of the specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 246 8683.8 2136214.8

content of 330 kg /cum

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed Kg 1800 93.05 167490

with or without connecting plate, including

12 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

10.19 Providing and fixing mild steel round holding Kg 480 88.5 42480

13 down bolts with nuts and washer plates

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 2.03 2007.1 4074.41

equivalent design mix)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

15.3 Demolishing R.C.C. work manually/ by cum 70 2928.1 204967

mechanical means including stacking of steel

15 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Dismantling C.I. pipes including excavation

and refilling trenches after taking out the

pipes, manually/ by mechanical means

15.45 breaking lead caulked joints, melting of lead

and making into blocks including stacking of

pipes & lead at site within 50 metre lead as

per direction of Engineer-in-charge:

18.0 WATER SUPPLY

18.23S C.I./DUCTILE IRON PIPES & SPECIALS

Providing lead caulked joints to spun iron or

18.28 C.I. pipes and specials, including testing of

joints but excluding the cost of pig lead :

Schedule A2-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli Division - Except

supply of reinforcement steel. (The Tenderer/contractor shall quote a rate 'at par' or a collective

percentage above or below the advertised value of schedule 'A2' (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2021 basic value)

Item- 1 Construction of Gents and Ladies Staff Locker room for Carriage Body Shop - Below plinth

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan),

2.8 including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out

the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

Excavation work by mechanical means

(Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding

1.5m in width or 10 sqm on plan), including

2.9 dressing of sides and ramming of bottoms, lift

upto 1.5 m, including getting out the

excavated soil and disposal of surplus

excavated soils as directed, within a lead of 50

2.25 Filling available excavated earth (excluding cum 60 253.95 15237

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

2.27 Supplying and filling in plinth with sand under cum 35 2161.2 75642

4 floors, including watering, ramming,

consolidating and dressing complete.

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

derived from natural sources: 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

4.11 Providing and laying damp-proof course 50mm Sqm 20 452.25 9045

thick with cement concrete 1:2:4 (1 cement : 2

7 coarse sand(zone-III) derived from natural

sources : 4 graded stone aggregate 20mm

nominal size derived from natural sources).

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 40 307.95 12318

for mass concrete

5.9.5 Lintels, beams, plinth beams, girders, Sqm 40 608.35 24334

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 70 804.25 56297.5

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability

without impairing strength; including pumping

of concrete to site of laying, curing, carriage

5.33 for all leads; but excluding the cost of

centering, shuttering, finishing and

reinforcement as per direction of the engineer-

in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall

be payable separately. In case the cement

content in design mix is more than 1.10 times

of the specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 39 8683.8 338668.2

content of 330 kg /cum

6.0 MASONRY WORK

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

Item- 2 Construction of Gents and Ladies Staff Locker room for Carriage Body Shop -Above plinth.

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

2.0 EARTH WORK

Felling trees of the girth (measured at a height

of 1 m above ground level), including cutting

2.33 of trunks and branches, removing the roots

and stacking of serviceable material and

disposal of unserviceable material.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources: 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.3 Suspended floors, roofs, landings, balconies Sqm 190 766.55 145644.5

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 75 608.35 45626.25

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 70 804.25 56297.5

5.12S PRE-CAST RCC

5.16 Providing, hoisting and fixing above plinth cum 1.25 18644.6 23305.75

level up to floor five level precast reinforced

cement concrete in shelves, including setting

in cement mortar 1:3 (1cement : 3 coarse

sand), cost of required centering, shuttering

6 and finishing with neat cement punning on

exposed surfaces but , excluding the cost of

reinforcement, with 1:1.5:3 (1 cement : 1.5

coarse sand(zone-III) derived from natural

sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability

without impairing strength; including pumping

of concrete to site of laying, curing, carriage

5.33 for all leads; but excluding the cost of

centering, shuttering, finishing and

reinforcement as per direction of the engineer-

in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall

be payable separately. In case the cement

content in design mix is more than 1.10 times

of the specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 60 10306.2 618372

content of 330 kg /cum

6.0 MASONRY WORK

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

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt clay

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

designation 7.5 in superstructure above plinth

level up to floor V level.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash

fastener shall be paid for separately).

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-in-

charge. (Note:- Butt hinges and necessary

screws shall be paid separately)

9.5.1 Second class teak wood

Providing and fixing panelling or panelling and

glazing in panelled or panelled and glazed

shutters for doors, windows and clerestory

windows (Area of opening for panel inserts

excluding portion inside grooves or rebates to

be measured). Panelling for panelled or

panelled and glazed shutters 25 mm to 40 mm

9.7.7 Float glass panes

9.7.7.1 4 mm thick glass pane (weight not less than Sqm 35 1897.1 66398.5

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 550 197.7 108735

plugs screws etc.

9.53 Providing 40x5 mm flat iron hold fast 400 mm Each 92 194.35 17880.2

long including fixing to frame with 10 mm

diameter bolts, nuts and wooden plugs and

16 embedding in cement concrete block

300x100x150 mm 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate 20mm

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised M.S.

tower bolt black finish, (Barrel type) with

necessary screws etc. complete : (copper

oxized as per IS: 1378)

Providing and fixing ISI marked oxidised M.S.

handles conforming to IS:4992 with necessary

screws etc. complete : (copper oxized as per

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

9.72S BRASS FITTINGS

Providing and fixing bright finished brass door

latch with necessary screws etc. complete :

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing factory made uPVC white

colour casement/casement cum fixed glazed

windows comprising of uPVC multi-chambered

frame, sash and mullion (where ever required)

extruded profiles duly reinforced with 1.60 +/-

0.2 mm thick galvanized mild steel section

made from roll forming process of required

length (shape & size according to uPVC

profile), uPVC extruded glazing beads of

appropriate dimension, EPDM gasket, stainless

steel (SS 304 grade) friction hinges, zinc alloy

(white powder coated) casement handles, G.I

fasteners 100 x 8 mm size for fixing frame to

finished wall, plastic packers, plastic caps and

9.147A necessary stainless steel screws etc. Profile of

frame & sash shall be mitred cut and fusion

welded at all corners, mullion (if required)

shall be also fusion welded including drilling of

holes for fixing hardware's and drainage of

water etc. After fixing frame the gap between

frame and adjacent finished wall shall be filled

with weather proof silicon sealant over backer

rod of required size and of approved quality,

all complete as per approved drawing &

direction of Engineer-in-Charge. (Single /

double glass panes and silicon sealant shall be

paid separately). Variation in profile dimension

in higher side shall be accepted but no extra

payment on this account shall be made.

9.147A.2 Casement window double panels with S.S. Sqm 25 9635.4 240885

friction hinges (300 x 19 x 1.9 mm) made of

(small series) frame 47 x 50 mm, sash 47 x 68

22 mm & mullion 47 x 68 mm all having wall

thickness of 1.9 +/- 0.2 mm and single glazing

bead of appropriate dimension. (Area of

window above 0.75 sqm upto 1.50 sqm).

10.0 STEEL WORK

10.28 Providing and fixing stainless steel ( Grade Kg 120 612.25 73470

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, i/c fixing the railing with necessary

23 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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., complete.

12.0 ROOFING

12.1S SHEET ROOFING

12.20 Providing and laying pressed clay tiles (as per Sqm 150 620 93000

approved pattern 20 mm nominal thickness of

approved size) on roofs jointed with cement

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

with 2% integral water proofing compound,

laid over a bed of 20 mm thick cement mortar

1:4 (1 cement : 4 coarse sand) and finished

Providing, fixing and embedding sand cast iron

accessories for rain water pipes in the

12.40 masonry surrounded with 12 mm thick cement

mortar of the same mix, as that of masonry

(lead caulking will be paid for separately):

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.6 Shoe (Plain)

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single

or half brick wall of mix:

13.6 20 mm cement plaster of mix :

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris putty of Sqm 280 214.3 60004

2 mm thickness over plastered surface to

prepare the surface even and smooth

13.37S INTERIOR FINISHING

White washing with lime to give an even shade

13.44S EXTERIOR FINISHING

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Sqm 14.24 144.9 2063.38

Paint of required shade. Two or more coat

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

of primer applied @0.75 ltr/10 sqm of

approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 31.35 140.05 4390.57

Paint to give an even shade. Two or more coat

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

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

Finishing walls with 100% Premium acrylic

emulsion paint having VOC less than 50

gm/litre and UV resistance as per IS

15489:2004, Alkali & fungal resistance, dirt

resistance exterior paint of required shade

(Company Depot Tinted) with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 280 154.45 43246

36 litre/ 10 sqm. Over and including priming coat

of exterior primer applied @ 0.90 litre/10 sqm.

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

equivalent design mix)

15.18 Dismantling steel work in built up sections in Kg 100 4.65 465

angles, tees, flats and channels including all

39 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

17.0 SANITARY INSTALLATIONS

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32 mm

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.4 White Vitreous China Flat back wash basin size Each 3 1679.6 5038.8

40 550x 400 mm with single 15 mm C.P. brass

Construction of Gents and Ladies Staff Locker room for Carriage Body Shop - Provision of HDCC

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading, unloading

and stacking for lead less than 0.50 KM

1.2.1 Lime, moorum, building rubbish

1.2.1.1 Cost of carriage including loading, unloading & cum 52.5 187.24 9830.1

stacking for first 50 metres

1.2.1.2 Every additional lead of 50m or part thereof cum- 52.5 40.77 2140.43

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan),

2.8 including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out

the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability

without impairing strength; including pumping

of concrete to site of laying, curing, carriage

5.33 for all leads; but excluding the cost of

centering, shuttering, finishing and

reinforcement as per direction of the engineer-

in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall

be payable separately. In case the cement

content in design mix is more than 1.10 times

of the specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement cum 30 8825.35 264760.5

content of 350 kg /cum

Construction of Gents and Ladies Staff Locker room for Carriage Body Shop -Renovation of material

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.1 Lime, moorum, building rubbish

1.1.2 Earth

1.1.11 Steel

12.0 ROOFING

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.50 Providing and fixing precoated galvanised iron Sqm 165.6 671.55 111208.68

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm

as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns.

Sheet should have protective guard film of 25

4 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 0.50 mm

(+0.05 %) total coated thickness, Zinc coating

120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns using self drilling/ self tapping screws

13.0 FINISHING

13.44S EXTERIOR FINISHING

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 20 55.5 1110

7 primer of approved brand and manufacture on

steel galvanised iron/ steel works

13.50.4 With ready mixed red oxide zinc chromate Sqm 20 29.75 595

8 primer of approved brand and manufacture on

steel work (second coat)

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even shade

15.0 DISMANTLING AND DEMOLISHING

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

Schedule A3-All items which are covered by Unified Standard Schedule of rates 2021 for

Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The

Schedule tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the

advertised value of schedule 'A3' (The advertised value is inclusive of Railways escalation over

USSOR 2021 basic value)

Item- 1 Extension of covered shed, crane gantry and rail at Traction Motor Shop.

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1 041370 Supplying fabricating and erecting welded MT 20.00 113537.08 2270741.60

and/or bolted and/or riveted steel work in built

up sections, trusses and framed work, staging,

racks, Height Gauge etc. for Steel Structures

other than bridge girders, using RSJ, tees,

angles and channels/flats, plates, gussets,

round or square bars, cleats, bolts etc., with

contractors own steel including cutting,

bending, straightening, drilling, riveting,

hoisting, fixing, erecting, welding, bolting etc.,

with Providing stiffeners wherever required as

per approved drawing including applying a

priming coat of a approved steel primer with

all contractor's materials, labour, tools &

plants, lead & lift including crossing of tracks if

required etc., complete as per specification

and as directed by Engineer-in-charge. Note:

The payment shall be made on the theoretical

weight of main components and gusset plates

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 50.00 867.49 43374.50

minimum 1.10 cum bucket capacity

Schedule A4-All items which are covered by Unified Standard Schedule of rates 2021 for

Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The

Schedule tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the

advertised value of schedule 'A4' (The advertised value is inclusive of Railways escalation over

USSOR 2021 basic value)

Item- 1 Extension of 'B' traverser bay by 15 meters at southern end.

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

Dismantling and removing rail of all section &

length from track, laid on any type & density

of sleeper by removing fish plates, fastenings

& fish bolts and other materials including

stacking all released materials within an

average distance of 500 metres as directed by

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

shall be paid separately. 2.Work to be done

under traffic block.

Quick cutting with abrasive rail cutter of all

types of rail sections including wear resistant,

head hardened rails up to 110 UTS, with

contractors tools & plants, equipment,

consumable with all lead & lift etc. complete

as directed by Engineer in-charge. Abrasive

Rail Cutter will be as per RDSO Specification

No. TM/SM/1 (Rev. 01 of 2012) with latest

status of RDSO; Rail Cutting Wheel Abrasive

Disc will be as per RDSO Specification

No.TM/SM/2 (Rev. 01 of 2020)

Drilling holes of 16 mm to 32 mm dia. with Rail

Drilling machine including chamfering with

appropriate chamfering tools in all types of rail

section with contractor's tools & plants,

equipment, consumable with all lead & lift etc.

complete, as directed by Engineer in-charge.

Rail Drilling Machine will be as per RDSO

Specification No. TM/SM/3, dated 24.04.1991.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Item- 2 Construction of Gents and Ladies Staff Locker room for Carriage Body Shop

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

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

1 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 50.00 867.49 43374.50

minimum 1.10 cum bucket capacity

Schedule A5-Supply of reinforcement steel only - Item/All Items which is/are covered by CPWD-DSR

2021 for Tiruchchirappalli Division and CPWD Specifications-2019. (The tenderer/contractor shall

quote a rate 'at par' or a collective percentage above or below the advertised value of schedule 'A5'

(The advertised value is inclusive of Railways escalation over CPWD-DSR 2021 basic value)

Supply of steel reinforcement including straightening, cutting, bending, placing in position and

binding all complete.

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

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 11961.2 89.65 1072321.58

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 6050 89.65 542382.5

Fe-500D or more.