Civil Engineering works in connection with the provision of 1 No. Passenger Escalator and 1 No. Passenger Lift on Platform No. 1 at MV Station.

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

of Railways escalation over CPWD-DSR 2023 basic value)

Item- 1 Provision of Lift for FOB at PF No 1 in MV Junction

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

Excavating trenches by mechanical/manual

means of required width for pipes, cables, etc

including excavation for sockets, and dressing

of sides, ramming of bottoms, for all depth,

including getting out the excavated soil, and

2.10 then returning the soil as required, in layers

not exceeding 20 cm in depth, including

consolidating each deposited layer by

ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but Metre 10 352.15 3521.5

not exceeding 300 mm dia

2.25 Filling available excavated earth (excluding cum 39 196 7644

rock) in trenches, plinth, sides of foundations

4 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 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 33 392.15 12940.95

4.5S CEMENT CONCRETE PRECAST

Providing and fixing up to floor five level

precast cement concrete string or lacing

courses, copings, bed plates, anchor blocks,

plain window sills, shelves, louvers, steps, stair

cases, etc., including hoisting and setting in

position with cement mortar1:3 (1 Cement : 3

coarse sand), cost of required Centering

derived from natural sources : 3 graded stone

aggregate 20mm 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

4.20 accelerate / retard setting of concrete, to

i m p r o 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

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement cum 20 9212.6 184252

content of 270 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 16 392.15 6274.4

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 27 842.5 22747.5

11 pilasters, buttresses, plinth and string courses

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 15 961.3 14419.5

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

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 19 9504.75 180590.25

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 cement cum 3 9860.4 29581.2

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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

modular) bricks of class designation 7.5 in

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

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

7.5 in foundations and plinth in :

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

8.32 Designing, fabricating, testing, installing and Sqm 200 5015.05 1003010

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 metallic colour of approved shades

made out of 4 mm thick aluminium composite

panel material consisting of 3 mm thick FR

grade mineral core sandwiched between two

Aluminium sheets (each 0.5 mm 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 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 items. 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 Aluminium Composite Panel

Cladding (including width of groove) shall be

measured in sqm. up to two decimal places.

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 13888 133.7 1856825.6

in built up sections, trusses and framed work,

18 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-ENGG/SOUTHERN RLY

10.19 Providing and fixing mild steel round holding Kg 329 97.2 31978.8

20 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 48 159.35 7648.8

washers complete.

11.0 FLOORING

11.1S General

11.5 62 mm thick cement concrete flooring with Sqm 45 1056.15 47526.75

concrete hardener topping, under layer 50 mm

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

coarse sand : 4 graded stone aggregate 20 mm

nominal size) and top layer 12 mm thick

cement hardener consisting of mix 1:2 (1

22 cement hardener mix : 2 graded stone

aggregate, 6 mm 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

11.41S VITRIFIED FLOOR TILES

Providing and laying flamed finish Granite

stone flooring in required design and patterns,

in linear as well as curvilinear portions of the

building all complete as per the architectural

drawings with 18 mm thick stone slab over 20

mm (average) thick base of 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 32 3186.7 101974.4

Cherry Red, Elite Brown, Cat Eye or equivalent.

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 256 738.65 189094.4

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) with

zinc coating 120 grams per sqm as per IS: 277,

in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester

top coat 15-18 microns. Sheet should have

protective guard film of 25 microns minimum

to avoid scratches during transportation and

should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/

vertical or curved surfaces, excluding the cost

of purlins, rafters and trusses and including

cutting to size and shape wherever required.

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

of 0.05 mm) with Zinc coating 120 grams per

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

7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws complete

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint (Company Depot Tinted) 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

with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 48 181.25 8700

27 litre/ 10 sqm. Over and including priming coat

of exterior primer applied @ 0.90 litre/10 sqm.

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 350 67.4 23590

28 primer of approved brand and manufacture on

steel galvanised iron/ steel works

Finishing with Epoxy paint (two or more coats)

at all locations prepared and applied as per

13.52 manufacturer's specifications including

appropriate priming coat, preparation of

surface, etc. complete.

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even shade

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 15 2434.25 36513.75

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 2 3551.25 7102.5

mechanical means including stacking of steel

32 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 roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

21.0 ALUMINIUM WORK

21.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/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 /

panelling, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing,

panelling and dash fasteners to be paid for

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or Kg 200 495.05 99010

35 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings and

the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic

21.3.2 With float glass panes of 5 mm thickness Sqm 10 1505.25 15052.5

(weight not less than 12.50 kg/sqm)

21.17 Providing and fixing anodised aluminium grill Kg 50 638.35 31917.5

(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 @ 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 for payment).

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of 0.8 mm Sqm 11 1525.6 16781.6

thick galvanized steel deck sheet confirming to

IS 277:1992 used as permanent shuttering

over which MS wire mesh 3mm laid at 100x100

mm grid including edge trim covered with

concrete. This metal deck will be supported on

structural steel beam with shear studs.

(Structural steel like Beam, column, joists etc.

& concrete of different grade as per design will

be paid separately).

Item- 2 Provision of Escalator at PF No.1 in MV Junction

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

2.0 EARTH WORK

2.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

2.25 Filling available excavated earth (excluding cum 270 196 52920

rock) in trenches, plinth, sides of foundations

3 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

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

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 223 392.15 87449.45

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 84 842.5 70770

7 pilasters, buttresses, plinth and string courses

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 77 961.3 74020.1

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 75 9504.75 712856.25

content of 330 kg /cum

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

8.32 Designing, fabricating, testing, installing and Sqm 400 5015.05 2006020

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 metallic colour of approved shades

made out of 4 mm thick aluminium composite

panel material consisting of 3 mm thick FR

grade mineral core sandwiched between two

Aluminium sheets (each 0.5 mm 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 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 items. 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 Aluminium Composite Panel

Cladding (including width of groove) shall be

measured in sqm. up to two decimal places.

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 16638 133.7 2224500.6

in built up sections, trusses and framed work,

11 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 479 97.2 46558.8

12 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 524 159.35 83499.4

washers complete.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

10.28 Providing and fixing stainless steel ( Grade Kg 150 772.4 115860

304) railing made of Hollow tubes, channels,

plates etc., including welding, grinding, buffing,

polishing and making curvature (wherever

required) and fitting the same with necessary

stainless steel nuts and bolts complete,

including fixing the railing with necessary

14 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

11.1S General

11.5 62 mm thick cement concrete flooring with Sqm 165 1056.15 174264.75

concrete hardener topping, under layer 50 mm

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

coarse sand : 4 graded stone aggregate 20 mm

nominal size) and top layer 12 mm thick

cement hardener consisting of mix 1:2 (1

15 cement hardener mix : 2 graded stone

aggregate, 6 mm 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

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 to match

the shade of the slab, including rubbing and

polishing complete with base of cement mortar

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

11.41S VITRIFIED FLOOR TILES

Providing and laying flamed finish Granite

stone flooring in required design and patterns,

in linear as well as curvilinear portions of the

building all complete as per the architectural

drawings with 18 mm thick stone slab over 20

mm (average) thick base of 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 150 3186.7 478005

Cherry Red, Elite Brown, Cat Eye or equivalent.

12.0 ROOFING

12.1S SHEET ROOFING

12.11 Extra for providing and fixing wind ties of 40x 6 Metre 200 195.6 39120

mm flat iron section.

12.37S RAIN WATER SPOUT AND PIPE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

12.50 Providing and fixing precoated galvanised iron Sqm 200 738.65 147730

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) with

zinc coating 120 grams per sqm as per IS: 277,

in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester

top coat 15-18 microns. Sheet should have

protective guard film of 25 microns minimum

to avoid scratches during transportation and

should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/

vertical or curved surfaces, excluding the cost

of purlins, rafters and trusses and including

cutting to size and shape wherever required.

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

of 0.05 mm) with Zinc coating 120 grams per

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

7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws complete

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint (Company Depot Tinted) 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

with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 84 181.25 15225

21 litre/ 10 sqm. Over and including priming coat

of exterior primer applied @ 0.90 litre/10 sqm.

Finishing with Epoxy paint (two or more coats)

at all locations prepared and applied as per

13.52 manufacturer's specifications including

appropriate priming coat, preparation of

surface, etc. complete.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 14 2434.25 34079.5

equivalent design mix)

21.0 ALUMINIUM WORK

21.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/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 /

panelling, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing,

panelling and dash fasteners to be paid for

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or Kg 1500 495.05 742575

24 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings and

the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic

21.3.2 With float glass panes of 5 mm thickness Sqm 150 1505.25 225787.5

(weight not less than 12.50 kg/sqm)

21.17 Providing and fixing anodised aluminium grill Kg 200 638.35 127670

(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 @ 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 for payment).

Item- 3 Provision of New Staircase and Extension of Existing Gangway at PF No.1 in MV Junction

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2.25 Filling available excavated earth (excluding cum 73 196 14308

rock) in trenches, plinth, sides of foundations

3 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

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

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 81 392.15 31764.15

for mass concrete

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 55 961.3 52871.5

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

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 68 9504.75 646323

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 cement cum 18 9860.4 177487.2

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 1000 133.7 133700

in built up sections, trusses and framed work,

11 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

TRICHCHIRAPPALLI DIVISION-ENGG/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.

10.20 Providing and fixing bolts including nuts and Kg 100 159.35 15935

washers complete.

11.0 FLOORING

11.1S General

11.5 62 mm thick cement concrete flooring with Sqm 232 1056.15 245026.8

concrete hardener topping, under layer 50 mm

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

coarse sand : 4 graded stone aggregate 20 mm

nominal size) and top layer 12 mm thick

cement hardener consisting of mix 1:2 (1

14 cement hardener mix : 2 graded stone

aggregate, 6 mm 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

11.16S TILE FLOORING

Chequered terrazzo tiles 22 mm thick with

graded marble chips of size up to 6 mm in

floors, jointed with neat cement slurry mixed

11.19 with pigment to match the shade of the tiles,

including rubbing and polishing complete, on

20 mm thick bed of cement mortar 1:4 (1

cement :4 coarse sand) :

11.19.2 Medium shade pigment using 50% white Sqm 175 1483.6 259630

cement, 50% ordinary cement

12.0 ROOFING

12.1S SHEET ROOFING

12.11 Extra for providing and fixing wind ties of 40x 6 Metre 280 195.6 54768

mm flat iron section.

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 270 738.65 199435.5

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) with

zinc coating 120 grams per sqm as per IS: 277,

in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester

top coat 15-18 microns. Sheet should have

protective guard film of 25 microns minimum

to avoid scratches during transportation and

should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/

vertical or curved surfaces, excluding the cost

of purlins, rafters and trusses and including

cutting to size and shape wherever required.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

of 0.05 mm) with Zinc coating 120 grams per

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

7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws complete

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint (Company Depot Tinted) 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

with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 6 181.25 1087.5

20 litre/ 10 sqm. Over and including priming coat

of exterior primer applied @ 0.90 litre/10 sqm.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 33 2434.25 80330.25

equivalent design mix)

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of 0.8 mm Sqm 150 1525.6 228840

thick galvanized steel deck sheet confirming to

IS 277:1992 used as permanent shuttering

over which MS wire mesh 3mm laid at 100x100

mm grid including edge trim covered with

concrete. This metal deck will be supported on

structural steel beam with shear studs.

(Structural steel like Beam, column, joists etc.

& concrete of different grade as per design will

be paid separately).

Item- 4 Dismantling of Existing Stairway and Gangway in PF 1 at MV Junction

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

1.1.11 Steel

15.0 DISMANTLING AND DEMOLISHING

15.1S General

mechanical means including stacking of steel

3 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 21328 5.65 120503.2

angles, tees, flats and channels including all

6 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 3255 .85 2766.75

7 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 4650 .85 3952.5

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

one metre or part thereof beyond 5 metres. height

Dismantling tile work in floors and roofs laid in

15.23 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: