TPJ Division: Civil works associated with Provision of Passenger escalators- 4nos in new FOB at VM station and 2 nos at existing FOB of TJ station under ABSS and Provision of 12 No passenger lifts in new FOBs at MV, VM, VRI, ALU and in existing FOBs at MQ and TJ stations under Amrit Bharat Station Scheme.

A1-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli

A2-Supply of reinforcement steel items which are covered by CPWD-

A3-All items which are covered by USSOR 2021 for Tiruchchirappalli

B1-Items which are not covered by Unified Standard Schedule of rates

B2-Items which are not covered by Unified Standard Schedule of rates

B3-Items which are not covered by Unified Standard Schedule of rates

Shifting of assembled Structural steel such as built-up sections, stanchions, purlins, bracings etc., from station entry to Platform /nominated locations vice versa duly crossing railway track under line block /Power block including all labour, lift tools and plants consumables etc

Erection/Dismantling of assembled Structural steel such as builtup sections , stanchions, purlins, bracings etc., at Platform vice versa duly crossing railway track under line block /Power block including all labour, lift tools and plants consumables etc.,

Supplying and fixing in position of UPVC rain water pipe of 160 mm (outer diameter) to 6 kg/sqcm working pressure (Type 'B') conforming to IS 13592 including specials as required and jointing and fixing in position with contractor's jointing materials with all labour, materials, lead, lift, taxes, incidental charges etc, complete by the Contractor and as directed by the Engineer's representative.

Suppying and fixing protective screens of size 4.00 X 1.80m made out of steel conforming to IS-2062- 1984(GR A) in three panels as shown in RDSO plan no. ETI/C/0068 mod "H" including fabricating steel structures conforming to IS 800-62 or its latest version and as follows (i) End panel of size 1.55x1.80m with three sides using MS angle of 35x35x6mm and the gap to be covered with 10G expanded metal of size 50x20mm by means of tack welding. (ii) Middle panel of 4 size 0.90x1.80m with MS TEE of size 50x50x6mm at ends and MS angle 35x35x6mm at top and bottom and the gap to be covered with 16G, GI sheet fitted with 10mm dia GI bolts. (iii) Painting the screens with two coats of aluminium paint over one coat of zinc chromate primer followed by one coat of zinc chromate red oxide primer of approved quality. (iv) Fitting the screen by means of "J" bolts of size 10mm dia at 300mm centres in the overhead structure to suit site conditions. (v) Complete all the works as shown in the plan and also as directed by the Engineer in- charge with all lead and lift. (all labour and materials by the contractor)

B4-Items which are not covered by Unified Standard Schedule of rates

Design and supply of structural drawing of proposed building for Switch room along with design calculation sheets for all R.C.C. works with M-30 mix& Fe 500 Steel. The design and structural drawings to be prepared by any one of recognised and reputed Engineering Colleges duly proof checked by another Reputed Government Engineering college like NIT, IIT and as directed by the Engineer incharge. ( All labour materials tools and Plant etc., complete by the 1 tenderer/contractor only) NOTE: (i) The Contractor shall prepare structural design duly testing the safe bearing capacity of soil at site & furnish the test results(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 forG+2 floors.(v)Roof slab shall be designed with 'T' Beam.(vi) Structural drawings shall be submitted for all RCC works. (vii) Softcopy and hardcopy of design and structural drawing shall be submitted for the approval of competent authority. (viii)The Design and Structural drawing shall be submitted in 5 sets in'A0/A1/A2' size

Planning designing and preparation of drawing for structural steel structure of Arch of span 20m and length 10m (approx.) between concourse to PF No.1 including raft foundation, 2 column, roof structure, structural steel, general arrangement drawing and detailed structural steel drawings including designing and submission of design calculation, booklet-1 set, check print, print in tracing sheet 6 copies of approved print etc. as directed by Engr. in charge. (All labour, materials, etc. by the contractor)

Proof checking charges in design and design calculation for structural steel structure 3 of Arch of span 20m and length 10m (approx.) between concourse to PF No.1 including open foundation, column, roof structure, structural steel arch from IIT/ NIT/Reputed Government Engineering college and as directed by the Engineer in charge (Note: payment for design shall be paid under Item No.2 of Schedule B4)

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

of Railways escalation over DSR 2021 basic value)

Civil works associated with Provision of Passenger escalators-4nos in new FOB at VM station and 2

nos at existing FOB of TJ station under ABSS.

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 73 411.3 30024.9

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10

km for all lifts, complete as per directions of

Engineer-in-charge.

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.1 Lime, moorum, building rubbish

1.2.1.2 Every additional lead of 50m or part thereof cum- 73 40.77 2976.21

beyond1st 50 m upto 9 such additional lead lead

1.2.13.2 Every additional lead of 50m or part thereof tonne- 108 42.72 4613.76

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

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

2.25 Filling available excavated earth (excluding cum 195 253.95 49520.25

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.

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

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 :

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 :

9 4.3.1 Foundations, footings, bases for columns Sqm 124 307.95 38185.8

4.14S MISCELLANEOUS

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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

4.20 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 extra

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cum 99 8387.15 830327.85

cement 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 495 307.95 152435.25

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 174 669.55 116501.7

12 pilasters, butteresses, plinth and string

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 350 804.25 281487.5

5.9.20 Suspended floors, roofs, landings, balconies Sqm 150 853.75 128062.5

14 and access platform with water proof ply 12

Extra for additional height in centering,

shuttering where ever required with

adequate bracing, propping etc., including

5.11 cost of de-shuttering and decentering at all

levels, over a height of 3.5 m, for every

additional height of 1 metre or part thereof

(Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and Sqm 294 319.25 93859.5

balconies (Plan area to be measured)

5.33S DESIGN MIX CONCRETE

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/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

w o r k a b i l i t y without impairing strength;

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge; for the following

grades of concrete. 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 cum 156 8683.8 1354672.8

cement content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cum 82.5 10306.2 850261.5

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 34 688.45 23407.3

18 design mix over and above the specified

cement content therein.

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

8.32 Designing, fabricating, testing, installing and Sqm 1400 4474.2 6263880

fixing in position Curtain Wall with

Aluminium Composite Panel Cladding, with

open grooves for linear as well as curvilinear

portions of the building , for all heights and

all levels etc. including: (a) Structural

analysis & design and preparation of shop

drawings for pressure equalisation or rain

screen principle as required, proper drainage

of water to make it watertight including

checking of all the structural and functional

design. (b) Providing, fabricating and

supplying and fixing panels of aluminium

composite panel cladding in pan shape in

metalic colour of approved shades made out

of 4mm thick aluminium composite panel

material consisting of 3mm thick FR grade

mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The

aluminium composite panel cladding sheet

shall be coil coated, with Kynar 500 based

PVDF / Lumiflon based fluoropolymer resin

coating of approved colour and shade on

face # 1 and polymer (Service) coating on

face # 2 as specified using stainless steel

screws, nuts, bolts, washers, cleats, weather

silicone sealant, backer rods etc. (c) The

fastening brackets of Aluminium alloy 6005

T5 / MS with Hot Dip Galvanised with

19 serrations and serrated washers to arrest the

wind load movement, fasteners, SS 316 Pins

and anchor bolts of approved make in SS

316, Nylon separators to prevent bi-metallic

contacts all complete required to perform as

per specification and drawing The item

includes cost of all material & labour

component, the cost of all mock ups at site,

cost of all samples of the individual

components for testing in an approved

laboratory, field tests on the assembled

working curtain wall with aluminium

composite panel cladding, cleaning and

protection of the curtain wall with aluminium

composite panel cladding till the handing

over of the building for occupation. Base

frame work for ACP cladding is payable

under the relevant aluminium item.s The

Contractor shall provide curtain wall with

aluminium composite panel cladding, having

all the performance characteristics all

complete , as per the Architectural drawings,

as per item description, as specified, as per

the approved shop drawings and as directed

by the Engineer-in-Charge. However, for the

purpose of payment, only the actual area on

the external face of the curtain wall with

Aluminum Composite Panel Cladding

(including width of groove) shall be

measured in sqm. up to two decimal places.

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 102500 111.95 11474875

welded in built up sections, trusses and

20 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. complete.

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

10.19 Providing and fixing mild steel round holding Kg 2500 88.5 221250

22 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 2800 140.15 392420

washers complete.

10.28 Providing and fixing stainless steel ( Grade Kg 200 612.25 122450

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

24 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

11.5 62 mm thick cement concrete flooring with Sqm 480 928.65 445752

concrete hardener topping, under layer 50

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

2 coarse sand : 4 graded stone aggregate

20mm nominal size) and top layer 12mm

thick cement hardener consisting of mix 1:2

25 (1 cement hardener mix : 2 graded stone

aggregate, 6mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50

kg of cement or as per manufacture's

specifications. This includes cost of cement

slurry, but excluding the cost of nosing of

steps etc. complete.

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., complete.

12.0 ROOFING

Providing, fixing and embedding sand cast

iron accessories for rain water pipes in the

masonry surrounded with 12 mm thick

cement mortar of the same mix, as that of

masonry (lead caulking will be paid for

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 pipes.

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

12.42.5 Bend 87.5 degrees

12.42.6 Shoe (Plain)

12.50 Providing and fixing precoated galvanised Sqm 1900 671.55 1275945

iron 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 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

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 complete :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint having VOC less than 50

gm/litre and UV resistance as per IS

13.48A 15489:2004, Alkali & fungal resistance, dirt

resistance exterior paint of required shade

(Company Depot Tinted) with silicon

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 225 154.45 34751.25

litre/ 10 sqm. Over and including priming

coat of exterior primer applied @ 0.90

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 6500 55.5 360750

34 primer of approved brand and manufacture

on steel galvanised iron/ steel works

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

21.0 ALUMINIUM WORK

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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 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 / paneling, C.P.

brass / stainless steel screws, all complete as

per architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling and

dash fasteners to be paid for separately) :

21.14 Providing and fixing anodised aluminium Kg 1800 357.9 644220

(anodised transparent or dyed to required

shade according to IS: 1868. Minimum

anodic coating of grade AC 15) sub frame

work for windows and ventilators with

extruded built up standard tubular sections

of approved make conforming to IS: 733 and

IS: 1285, fixed with dash fastener of required

dia and size (Dash fastener to be paid for

21.17 Providing and fixing anodised aluminium grill Kg 90 560.85 50476.5

(anodised transparent or dyed to required

shade according to IS: 1868 with minimum

anodic coating of grade AC 15) of approved

design/pattern, with approved standard

section and fixed to the existing window

frame with C.P. brass/ stainless steel screws

37 @ 200 mm centre to centre, including

cutting the grill to proper opening size for

fixing and operation of handles and fixing

approved anodised aluminium standard

section around the opening, all complete as

per requirement and direction of Engineer-in-

charge. (Only weight of grill to be measured

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of 0.8 Sqm 200 1630.4 326080

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

38 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).

Item- 2 Dismantling Work at VM & TJ stations for Escalator work.

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

15.0 DISMANTLING AND DEMOLISHING

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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 55 2007.1 110390.5

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 20 2928.1 58562

mechanical means including stacking of steel

4 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

Dismantling steel work in single sections

15.17 including dismembering and stacking within

50 metres lead in:

15.18 Dismantling steel work in built up sections in Kg 11199 4.65 52075.35

angles, tees, flats and channels including all

7 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

15.20 Extra for dismantling trusses, rafters, purlins kg per 4000 .7 2800

8 etc. of steel work for every additional span of metre

one metre or part thereof beyond 10 metres span

15.21 Extra for dismantling trusses, rafters, purlins kg per 3000 .7 2100

etc. of steel work for every additional height metre

of one metre or part thereof beyond 5 height

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking material

within 50 metres lead.

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

Dismantling C.I. or asbestos rain water pipe

15.42 with fittings and clamps including stacking

the material within 50 metres lead :

Item- 3 Provision of 2 nos of PF shelter at TJ station.

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 10 411.3 4113

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10

km for all lifts, complete as per directions of

Engineer-in-charge.

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.1 Lime, moorum, building rubbish

1.2.1.2 Every additional lead of 50m or part thereof cum- 90 40.77 3669.3

beyond1st 50 m upto 9 such additional lead lead

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

2.25 Filling available excavated earth (excluding cum 30 253.95 7618.5

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.

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

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 :

derived from natural sources : 6 graded

stone aggregate 20 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

5.9.1 Foundations, footings, bases of columns, etc. Sqm 84 307.95 25867.8

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 16 669.55 10712.8

8 pilasters, butteresses, plinth and string

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 14 804.25 11259.5

5.9.20 Suspended floors, roofs, landings, balconies Sqm 10 853.75 8537.5

10 and access platform with water proof ply 12

Extra for additional height in centering,

shuttering where ever required with

adequate bracing, propping etc., including

5.11 cost of de-shuttering and decentering at all

levels, over a height of 3.5 m, for every

additional height of 1 metre or part thereof

(Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and Sqm 25 319.25 7981.25

balconies (Plan area to be measured)

5.33S DESIGN MIX CONCRETE

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/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

w o r k a b i l i t y without impairing strength;

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge; for the following

grades of concrete. 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

cement content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 14 688.45 9638.3

14 design mix over and above the specified

cement content therein.

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed Kg 250 93.05 23262.5

with or without connecting plate, including

15 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 10500 111.95 1175475

welded in built up sections, trusses and

16 framed work, including 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 500 88.5 44250

17 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 350 140.15 49052.5

washers complete.

12.0 ROOFING

Providing, fixing and embedding sand cast

iron accessories for rain water pipes in the

masonry surrounded with 12 mm thick

cement mortar of the same mix, as that of

masonry (lead caulking will be paid for

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 pipes.

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal

12.42.5 Bend 87.5 degrees

12.42.6 Shoe (Plain)

12.50 Providing and fixing precoated galvanised Sqm 410 671.55 275335.5

iron 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 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

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 complete :

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:

13.50.3 With ready mixed red oxide zinc chromate Sqm 380 55.5 21090

26 primer of approved brand and manufacture

on steel galvanised iron/ steel works

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

Civil works associated with Provision of 12 No passenger lifts in new FOBs at MV, VM, VRI, ALU and

in existing FOBs at MQ and TJ stations

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 126 411.3 51823.8

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10

km for all lifts, complete as per directions of

Engineer-in-charge.

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.1 Lime, moorum, building rubbish

1.2.1.2 Every additional lead of 50m or part thereof cum- 1134 40.77 46233.18

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

2.25 Filling available excavated earth (excluding cum 354 253.95 89898.3

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.

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

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 :

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 :

7 4.3.1 Foundations, footings, bases for columns Sqm 130.5 307.95 40187.48

4.14S MISCELLANEOUS

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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

4.20 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 extra

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cum 139 8387.15 1165813.85

cement 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 95 307.95 29255.25

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 177 669.55 118510.35

10 pilasters, butteresses, plinth and string

5.9.3 Suspended floors, roofs, landings, balconies Sqm 112 766.55 85853.6

and access platform

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 132 804.25 106161

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y without impairing strength;

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge; for the following

grades of concrete. 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 cum 132 8683.8 1146261.6

cement content of 330 kg /cum

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cum 410 10306.2 4225542

cement content of 330 kg /cum

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

8.32 Designing, fabricating, testing, installing and Sqm 1263 4474.2 5650914.6

fixing in position Curtain Wall with

Aluminium Composite Panel Cladding, with

open grooves for linear as well as curvilinear

portions of the building , for all heights and

all levels etc. including: (a) Structural

analysis & design and preparation of shop

drawings for pressure equalisation or rain

screen principle as required, proper drainage

of water to make it watertight including

checking of all the structural and functional

design. (b) Providing, fabricating and

supplying and fixing panels of aluminium

composite panel cladding in pan shape in

metalic colour of approved shades made out

of 4mm thick aluminium composite panel

material consisting of 3mm thick FR grade

mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The

aluminium composite panel cladding sheet

shall be coil coated, with Kynar 500 based

PVDF / Lumiflon based fluoropolymer resin

coating of approved colour and shade on

face # 1 and polymer (Service) coating on

face # 2 as specified using stainless steel

screws, nuts, bolts, washers, cleats, weather

silicone sealant, backer rods etc. (c) The

fastening brackets of Aluminium alloy 6005

T5 / MS with Hot Dip Galvanised with

15 serrations and serrated washers to arrest the

wind load movement, fasteners, SS 316 Pins

and anchor bolts of approved make in SS

316, Nylon separators to prevent bi-metallic

contacts all complete required to perform as

per specification and drawing The item

includes cost of all material & labour

component, the cost of all mock ups at site,

cost of all samples of the individual

components for testing in an approved

laboratory, field tests on the assembled

working curtain wall with aluminium

composite panel cladding, cleaning and

protection of the curtain wall with aluminium

composite panel cladding till the handing

over of the building for occupation. Base

frame work for ACP cladding is payable

under the relevant aluminium item.s The

Contractor shall provide curtain wall with

aluminium composite panel cladding, having

all the performance characteristics all

complete , as per the Architectural drawings,

as per item description, as specified, as per

the approved shop drawings and as directed

by the Engineer-in-Charge. However, for the

purpose of payment, only the actual area on

the external face of the curtain wall with

Aluminum Composite Panel Cladding

(including width of groove) shall be

measured in sqm. up to two decimal places.

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 37327 111.95 4178757.65

welded in built up sections, trusses and

16 framed work, including cutting, hoisting,

fixing in position and applying a priming coat

of approved steel primer all complete.

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

Steel work in built up tubular (round, square

or rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position

and applying a priming coat of approved

steel primer, including welding and bolted

with special shaped washers etc. complete.

10.19 Providing and fixing mild steel round holding Kg 757 88.5 66994.5

18 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 150 140.15 21022.5

washers complete.

11.0 FLOORING

11.5 62 mm thick cement concrete flooring with Sqm 50 928.65 46432.5

concrete hardener topping, under layer 50

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

2 coarse sand : 4 graded stone aggregate

20mm nominal size) and top layer 12mm

thick cement hardener consisting of mix 1:2

20 (1 cement hardener mix : 2 graded stone

aggregate, 6mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50

kg of cement or as per manufacture's

specifications. This includes cost of cement

slurry, but excluding the cost of nosing of

steps etc. complete.

11.16S TILE FLOORING

Chequerred precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed

with neat cement slurry mixed with pigment

11.20 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

11.20.2 Medium shade pigment using 50% white Sqm 84 1160 97440

cement 50% Grey cement

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm

(average) thick base laid over and jointed

with grey cement slurry mixed with pigment

11.26 to match the shade of the slab, including

rubbing and polishing complete with base of

cement mortar 1 : 4 (1 cement : 4 coarse

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

11.55 of 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 Black, Sqm 307 2589.9 795099.3

23 Cherry Red, Elite Brown, Cat Eye or

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing and laying Polished 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 cement

11.56 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-

11.56.1 Polished Granite stone slab colour of Black, Sqm 307 3908.8 1200001.6

Cherry/Ruby Red or equivalent

12.0 ROOFING

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal

12.50 Providing and fixing precoated galvanised Sqm 1520 671.55 1020756

iron 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 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

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 complete :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint having VOC less than 50

gm/litre and UV resistance as per IS

13.48A 15489:2004, Alkali & fungal resistance, dirt

resistance exterior paint of required shade

(Company Depot Tinted) with silicon

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 323 154.45 49887.35

litre/ 10 sqm. Over and including priming

coat of exterior primer applied @ 0.90

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

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 38.2 2007.1 76671.22

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 36 2928.1 105411.6

mechanical means including stacking of steel

31 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

Dismantling steel work in single sections

15.17 including dismembering and stacking within

50 metres lead in:

15.18 Dismantling steel work in built up sections in Kg 44400 4.65 206460

angles, tees, flats and channels including all

34 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

15.20 Extra for dismantling trusses, rafters, purlins kg per 17735.2 .7 12414.64

35 etc. of steel work for every additional span of metre

one metre or part thereof beyond 10 metres span

15.21 Extra for dismantling trusses, rafters, purlins kg per 1500 .7 1050

etc. of steel work for every additional height metre

of one metre or part thereof beyond 5 height

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking material

within 50 metres lead.

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

Dismantling C.I. or asbestos rain water pipe

15.42 with fittings and clamps including stacking

the material within 50 metres lead :

21.0 ALUMINIUM WORK

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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 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 / paneling, C.P.

brass / stainless steel screws, all complete as

per architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling and

dash fasteners to be paid for separately) :

21.14 Providing and fixing anodised aluminium Kg 1654 357.9 591966.6

(anodised transparent or dyed to required

shade according to IS: 1868. Minimum

anodic coating of grade AC 15) sub frame

work for windows and ventilators with

extruded built up standard tubular sections

of approved make conforming to IS: 733 and

IS: 1285, fixed with dash fastener of required

dia and size (Dash fastener to be paid for

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of 0.8 Sqm 64 1630.4 104345.6

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

41 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).

Item- 5 Construction of SWTICH ROOM in lieu of existing switch room at TJ

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

2.25 Filling available excavated earth (excluding cum 49.9 253.95 12672.11

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.

2.25A Excavating, supplying and filling of local cum 35.2 368.65 12976.48

earth (including royalty) by mechanical

transport upto a lead of 5km also including

ramming and watering of the earth in layers

not exceeding 20 cm in trenches, plinth,

sides of foundation etc. complete.

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

2.27 Supplying and filling in plinth with sand cum 9.6 2161.2 20747.52

5 under floors, including watering, ramming,

consolidating and dressing complete.

Diluting and injecting chemical emulsion for

POST-CONSTRUCTIONAL anti-termite

treatment (excluding the cost of chemical

Treatment of soil under existing floors using

chemical emulsion @ one litre per hole, 300

mm apart including drilling 12 mm diameter

holes and plugging with cement mortar 1 :2

(1 cement : 2 Coarse sand) to match the

existing floor:

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 :

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)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

4.2 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:

derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources).

4.14S MISCELLANEOUS

4.17 Making plinth protection 50mm thick of Sqm 15.6 681.65 10633.74

cement concrete 1:3:6 (1 cement : 3 coarse

sand(Zone-III) derived from natural sources :

6 graded stone aggregate 20 mm nominal

size derived from natural sources) over

75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated

and grouted with fine sand, including

necessary excavation, levelling & dressing &

finishing the top smooth.

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 145.1 307.95 44683.55

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 1 669.55 669.55

12 pilasters, butteresses, plinth and string

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

5.9.3 Suspended floors, roofs, landings, balconies Sqm 1 766.55 766.55

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 31.2 608.35 18980.52

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 18.9 804.25 15200.33

5.9.7 Stairs, (excluding landings) except spiral- Sqm 1 657.75 657.75

5.9.16 Edges of slabs and breaks in floors and walls

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 1 9673.5 9673.5

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

18 cost of required centering, shuttering but ,

excluding cost of reinforcement with 1:1.5:3

(1 cement : 1.5 coarse sand(zone-III) derived

from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources).

Providing and fixing sheet covering over

5.29 expansion joints with iron screws as per

5.30 Add for plaster drip course/ groove in Metre 1 64.7 64.7

19 plastered surface or moulding to R.C.C.

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y without impairing strength;

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge; for the following

grades of concrete. 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

cement content of 350 kg /cum

5.33.2 All works above plinth level upto floor V level

cement content of 350 kg /cum

5.35 Add for using extra cement in the items of Quintal 1 688.45 688.45

22 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

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

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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 :

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.

6.16S BRICK TILE WORK

6.20 Tile brick masonry with common burnt clay cum 1 16791.9 16791.9

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

designation 10 in plain arch work in

26 superstructure above plinth and upto floor

five level in cement mortar 1:4 (1 cement : 4

coarse sand) including centering and

shuttering complete.

6.26S EXPOSED BRICK WALL

Brick work with common burnt clay machine

moulded modular bricks of class designation

12.5 in exposed brick work including making

horizontal and vertical grooves 10 mm wide

12 mm deep complete in cement mortar 1:6

(1 cement : 6 coarse sand).

27 6.28.2 Above plinth level upto floor V level cum 1 8131 8131

8.0 CLADDING WORK

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 of edges to give high

gloss finish etc. complete at all levels.

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc.,

8.3 including machine polishing to edge to give

high gloss finish etc. complete as per design

approved by Engineer-in-Charge.

8.4 Extra for fixing marble /granite stone, over Metre 1.9 475.55 903.55

and above corresponding basic item, in facia

29 and drops of width upto 150 mm with epoxy

resin based adhesive, including cleaning etc.

8.5 Extra for providing opening of required size Each 1 808.15 808.15

& shape for wash basin/ kitchen sink in

kitchen platform, vanity counter and similar

30 location in marble/ Granite/ stone work,

including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of

cut edges etc. complete.

Stone tile (polished) work for wall lining over

12 mm thick bed of cement mortar 1:3 (1

8.9 cement : 3 coarse sand) and cement slurry @

3.3 kg/sqm including pointing in white

cement complete.

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing and fixing 75mm high, 50mm deep

and 18mm thick stone slab table rubbed,

edges rounded and polished, fixed in urinal

partitions by cutting a chase of appropriate

width with chase cutter and embedding the

stone in the chase with epoxy grout or with

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

sand : 4 graded stone aggregate 6 mm

nominal size) as per direction of Engineer-in-

charge and finished smooth.

Stone work (machine cut edges) for wall

lining etc. (veneer work) upto 10 metre

height, backing filled with a grout of average

12 mm thick cement mortar 1:3 (1 cement :

3 coarse sand) including pointing in white

cement mortar 1:2 (1 white cement : 2 stone

dust) with an admixture of pigment matching

the stone shade : (To be secured to the

backing and the sides by means of cramps

and pins which shall be paid for separately) :

Red sand stone - Exposed face machine cut

and table rubbed with rough backing.

8.15 Providing and fixing stainless steel cramps of Kg 1 624.95 624.95

required size and shape for anchoring stone

wall lining to the backing or securing

adjacent stones in stone wall lining in

cement mortar 1:2 (1 cement : 2 coarse

sand), including making the necessary

chases in stone and holes in walls wherever

8.16 Providing and fixing copper pins 7.5 cm long Each 1 37.6 37.6

6 mm diameter for securing adjacent stones

34 in stone wall lining in cement mortar 1:2 (1

cement : 2 coarse sand), including making

the necessary chases.

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 4000 111.95 447800

welded in built up sections, trusses and

35 framed work, including cutting, hoisting,

fixing in position and applying a priming coat

of approved steel primer all complete.

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

Glazed Vitrified tiles Matt/Antiskid finish of

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

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 Sqm 157 214.3 33645.1

of 2 mm thickness over plastered surface to

prepare the surface even and smooth

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth exterior

paint of required shade :

40 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 68 158.95 10808.6

41 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

Item- 6 Dismantling of existing switch room at TJ

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

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.

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 2.11 1239.6 2615.56

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 10.53 2928.1 30832.89

mechanical means including stacking of steel

2 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

Demolishing stone rubble masonry manually/

by mechanical means including stacking of

15.9 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge :

Dismantling doors, windows and clerestory

windows (steel or wood) shutter including

15.12 chowkhats, architrave, holdfasts etc.

complete and stacking within 50 metres lead

15.21 Extra for dismantling trusses, rafters, purlins kg per 4000 .7 2800

etc. of steel work for every additional height metre

of one metre or part thereof beyond 5 height

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking material

within 50 metres lead.

15.27 Demolishing mud phaska in terracing and cum 1.6 753.75 1206

disposal of material within 50 metres lead.

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

15.41 Dismantling cement asbestos or other hard Sqm 4 46.5 186

board ceiling or partition walls including

9 stacking of serviceable materials and

disposal of unserviceable materials within 50

Schedule A2-Supply of reinforcement steel items which are covered by CPWD-DSR 2021 for

Tiruchchirappalli Division . (The tenderer/contractor shall quote a rate 'at par' or a collective

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

of Railways escalation over DSR 2021 basic value)

Escalator-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 12600 89.65 1129590

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 600 89.65 53790

Fe-500D or more.

LIFT& Switch room-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 25461.2 89.65 2282596.58

Fe-500D or more.

Schedule A3-All items which are covered by USSOR 2021 for Tiruchchirappalli Division - Except

Schedule supply of reinforcement steel. (The tenderer/contractor shall quote arate 'at par' or a collective

percentage above or below the advertised value of schedule'A3'

Item- 1 Allied works Related to escalators

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

Providing portable fencing along running

track where work is to be done in close

vicinity of track, maintaining during

execution of work and removing after

completion of the work as per direction of

the Engineer. Fencing shall consist of self

supporting steel angles of size 50mm x

50mm x 6mm, 1.5m long provided with

hooks etc. and embedded in CC 1:2:4 block

of size 0.23m x 0.23m x 0.23m placed at c/c

distance of 2m along track. 12mm dia rods in

three horizontal layers shall be tack welded

with angle posts. Note : Released material

will be property of the contractor after

completion of work. Cost of cement required

for CC blocks shall be paid separately.

1 013041 With provision of one 50mm wide retro- Metre 348.00 246.43 85757.64

reflective tape in horizontal direction, duly

secured/tight with vertical posts.

Supply and using Cement at Worksite

TRICHCHIRAPPALLI DIVISION-GATI SHAKTI/SOUTHERN RLY

approved brands/makes

Item- 2 Allied works related to Lift

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

Providing portable fencing along running

track where work is to be done in close

vicinity of track, maintaining during

execution of work and removing after

completion of the work as per direction of

the Engineer. Fencing shall consist of self

supporting steel angles of size 50mm x

50mm x 6mm, 1.5m long provided with

hooks etc. and embedded in CC 1:2:4 block

of size 0.23m x 0.23m x 0.23m placed at c/c

distance of 2m along track. 12mm dia rods in

three horizontal layers shall be tack welded

with angle posts. Note : Released material

will be property of the contractor after

completion of work. Cost of cement required

for CC blocks shall be paid separately.

reflective tape in horizontal direction, duly

secured/tight with vertical posts.

Supply and using Cement at Worksite

approved brands/makes