Earthwork in forming embankment, construction of track machine office building, store shed, approach road etc., in connection with Provision of full length Shunting neck and three stabling lines between TPJ and GOC stations.

Description:- Construction of Track Machine office building. Above/ Please see Item Breakup for details. 295125.45 AT Par 295125.45 Below/P

Description:- Sanitary fittings, inside watering and drainage arrangements. Above/ Please see Item Breakup for details. 899810.25 AT Par 899810.25 Below/P

Description:- Laying paver block around office building. Above/ Please see Item Breakup for details. 1674737.77 AT Par 1674737.77 Below/P

Description:- Construction of compound wall around office building Above/ Please see Item Breakup for details. 4346191.59 AT Par 4346191.59 Below/P

Description:- Provision of store shed of size 12m x 28m Above/ Please see Item Breakup for details. 674067.65 AT Par 674067.65 Below/P

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Description:- Approach road for the length of 100 meter Above/ Please see Item Breakup for details. 508895.30 AT Par 508895.30 Below/P

Description:- Demolishing and dismantling of SSE-TM office building & Shed S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A2-All items which are covered by Unified Standard Schedule of rates

steel. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage 19726081.69 above or below the advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over USSOR 2021 basic value) Above/ Please see Item Breakup for details. 18549054.86 5.36 19543284.20 Below/P

Description:- Earth Work in forming Railway embankment for provision of shunting neck and three stabling lines. Above/ Please see Item Breakup for details. 173498.00 5.36 182797.49 Below/P

Description:- Works connected to Approach road. (for the length of 100 meter) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A3-Supply of Steel Reinforcement only - Item/All items which are covered by CPWD-DSR 2023 for Tiruchchirappalli Division (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised 2251368.75 value of schedule 'A3 (The advertised value is inclusive of Railways escalation over CPWD-DSR 2023 basic value) Above/ Please see Item Breakup for details. 2251368.75 AT Par 2251368.75 Below/P

Description:- Supply of steel reinforcement including straightening, cutting, bending, placing in position and binding all complete S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () B1-Items which are not covered by Unified Standard Schedule of rates

shall quote unit rate)

flats, square or round bars etc. all complete Fixed to opening/ wooden frames with rawl plugs screws etc., complete and as directed by the Engineer-in-charge.

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

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

pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion-110mm dia

Description:- Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for

ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Single tee without door, 110mmx110mm x110mm.

Description:- Providing and fixing on wall face unplasticised - PVC moulded bend and shoe for unplasticised-Rigid PVC rain water pipes conforming to IS:13592 Type-A including jointing with seal 5 ring conforming to IS:5382 leaving 10mm gap for thermal expansion water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5°, 110mm dia. bend. TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Description:- Providing and fixing on wall face unplasticised - PVC moulded bend and shoe for

ring conforming to IS:5382 leaving 10mm gap for thermal expansion water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Shoe (Plain), 110mm dia. shoe

Description:- Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-

of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete . 110mm

and weighing not less than 440 grams etc., complete and as directed by the Engineer-in-charge.

hardener, 4 parts cement and 9 parts by weight hard stone chips of size 6mm mixed and laid as per specifications, etc., complete and as directed by the Engineer-in-charge.

shrinkage cracks free surface. Methodology to be adopted as per users manual of the equipment & as directed by Engineer-in-charge. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () C1-Electrical Engineering portion work - Items which are not covered by Unified Standard Schedule of rates 2021 and CPWD-DSR-2023 for Tiruchchirappalli 161752.00 Division. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised value of schedule 'C1'. Above/ Please see Item Breakup for details. 161752.00 AT Par 161752.00 Below/P

Description:- Electrical concealing works.

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

of Railways escalation over CPWD-DSR 2023 basic value)

Item- 1 Construction of Track Machine office building.

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

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, for all lift, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.25 Filling available excavated earth (excluding cum 70 196 13720

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2.25A Excavating, supplying and filling of local cum 120 700.5 84060

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.

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 under cum 70 2123.75 148662.5

5 floors, including watering, ramming,

consolidating and dressing complete.

Supplying chemical emulsion in sealed

containers including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable Litre 50 234.75 11737.5

concentrate of 20%

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)

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof course Sqm 20 410.85 8217

40mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone

aggregate 12.5mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Reinforced cement concrete work in walls

(any thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

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 7.5 392.15 2941.13

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 186 927.25 172468.5

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 216 736.4 159062.4

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 86 961.3 82671.8

5.9.19 Weather shade, Chajjas, corbels etc., Sqm 5.5 951.1 5231.05

including edges

5.12S PRE-CAST RCC

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5.12 Providing, hoisting and fixing above plinth cum 3 10585.9 31757.7

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

16 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).

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and

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

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge, for the following

grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 39.25 9504.75 373061.44

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 60 9860.4 591624

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

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

(non modular) bricks of class designation 7.5

in superstructure above plinth level up to

floor V level in all shapes and sizes in :

6.8 Brick work 7 cm thick with common burnt Sqm 17.5 865.65 15148.88

clay F.P.S. (non modular) brick of class

21 designation 7.5 in cement mortar 1:3 (1

cement: 3 coarse sand) in superstructure

above plinth level and upto floor five level.

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 :

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

6.15 Extra for providing and placing in position 2 Sqm 39 104.8 4087.2

24 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash

fastener shall be paid for separately).

Providing and fixing panelled or panelled and

glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of

9.5 required size with necessary screws,

excluding panelling which will be paid for

separately, all complete as per direction of

Engineer-in-charge.

9.5.1 Second class teak wood

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised M.S.

9.62 sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

9.88S CHROMIUM PLATED BRASS FITTINGS

9.88 Providing and fixing chromium plated brass Each 4 998.35 3993.4

100 mm mortice latch and lock with 6 levers

and a pair of lever handles of approved

quality with necessary screws etc. complete.

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not less

9.97 than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor

door stopper, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour

and shade, with necessary screws etc.

10.0 STEEL WORK

10.1S General

Supplying and fixing rolling shutters of

approved make, made of required size M.S.

laths, interlocked together through their

entire length and jointed together at the end

by end locks, mounted on specially designed

pipe shaft with brackets, side guides and

arrangements for inside and outside locking

with push and pull operation complete,

including the cost of providing and fixing

necessary 27.5 cm long wire springs

manufactured from high tensile steel wire of

adequate strength conforming to IS: 4454 -

part1 and M.S. top cover of required

thickness for rolling shutters.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

11.0 FLOORING

11.1S General

Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement,

including cement slurry, but excluding the

cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 61 614.2 37466.2

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 14 1096.55 15351.7

tiles of size 300x300 mm (thickness to be

specified by the manufacturer) of 1st quality

conforming to IS : 15622 of approved make in

colours such as White, Ivory, Grey, Fume Red

Brown, laid on 20 mm thick cement mortar

1:4 (1 Cement : 4 Coarse sand), Jointing with

grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and

matching pigment etc., complete.

11.37A Providing and fixing 1st quality ceramic Sqm 53 1112.7 58973.1

glazed floor tiles conforming to IS : 15622

(thickness to be specified by the

manufacturer ) of approved make in all

colours, shades except burgundy, bottle

green, black of any size as approved by

34 Engineer-in-Charge in skirting, risers of steps

and dados over 12 mm thick bed of cement

Mortar 1:3 (1 cement: 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per

sqm including pointing in white cement

mixed with pigment of matching shade

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

12.1S SHEET ROOFING

12.20 Providing and laying pressed clay tiles (as Sqm 165 709.75 117108.75

per approved pattern 20 mm nominal

thickness of approved size) on roofs jointed

with cement mortar 1:4 (1 cement : 4 coarse

sand) mixed with 2% integral water proofing

compound, laid over a bed of 20 mm thick

cement mortar 1:4 (1 cement : 4 coarse

sand) and finished neat complete.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.4S CEMENT PLASTER (IN COARSE SAND)

13.6 20 mm cement plaster of mix :

CEMENT PLASTER WITH A FLOATING COAT OF

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Cement plaster 1:3 (1 cement: 3 coarse

13.9 sand) finished with a floating coat of neat

13.37S INTERIOR FINISHING

White washing with lime to give an even

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 352 193.7 68182.4

41 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.50 Applying priming coat:

13.50.2 With ready mixed aluminium primer of Sqm 8 74.65 597.2

42 approved brand and manufacture on resinous

wood and plywood

13.50.3 With ready mixed red oxide zinc chromate Sqm 20 67.4 1348

43 primer of approved brand and manufacture

on steel galvanised iron/ steel works

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Wall painting with acrylic emulsion paint,

having VOC (Volatile Organic Compound )

content less than 50 grams/ litre, of approved

brand and manufacture, including applying

additional coats wherever required, to

achieve even shade and colour.

13.106 Painting (one or more coats) with black Japan Sqm 50 95.8 4790

46 paint of approved brand and manufacture to

give an even shade.

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred

and jointed mechanically wherever required

including cleat angle, Aluminium snap

beading for glazing / panelling, C.P. brass /

stainless steel screws, all complete as per

architectural drawings and the directions of

Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or Kg 70 495.05 34653.5

47 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or Kg 50 598.6 29930

48 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

21.3 gasket etc. complete as per the architectural

drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading

shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness Sqm 17 1505.25 25589.25

(weight not less than 12.50 kg/sqm)

Item- 2 Sanitary fittings, inside watering and drainage arrangements.

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

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or Kg 360 133.7 48132

welded in built up sections, trusses and

1 framed work, including cutting, hoisting,

fixing in position and applying a priming coat

of approved steel primer all complete.

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

17.2 pipe, with manually controlled device (handle

lever), conforming to IS : 7231, with all

fittings and fixtures complete, including

cutting and making good the walls and floors

wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic Each 3 6515.55 19546.65

Providing and fixing wash basin with C.I.

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

mm C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.7.4 White Vitreous China Flat back wash basin Each 3 1879.2 5637.6

3 size 550x 400 mm with single 15 mm C.P.

brass pillar tap

17.31 Providing and fixing 600x450 mm bevelled Each 3 1607.95 4823.85

edge mirror of superior glass (of approved

4 quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass

screws and washers complete.

Providing and filling the joints with spun yarn,

17.36 cement slurry and cement mortar 1:2 ( 1

cement : 2 fine sand) in S.C.I./ C.I. Pipes :

Providing and fixing trap of self cleansing

design with screwed down or hinged grating

17.60 with or without vent arm complete, including

cost of cutting and making good the walls

17.60.2 100 mm inlet and 75 mm outlet

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing PTMT towel rail complete

with brackets fixed to wooden cleats with CP

brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of Each 2 708.95 1417.9

7 645 mm, width 78 mm and effective height

of 88 mm, weighing not less than 190 gms.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

G.I. fittings and clamps, including cutting and

making good the walls etc. ( Internal work -

Exposed on wall )

Providing and fixing G.I. Pipes complete with

G.I. fittings and clamps, including making

18.11 good the walls etc. concealed pipe, including

painting with anti corrosive bitumastic paint,

cutting chases and making good the wall :

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling

etc. External work

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of

approved quality :

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

Providing and fixing C.P. brass shower rose

with 15 or 20 mm inlet

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Constructing masonry Chamber 60x45x50

cm inside, in brick work in cement mortar 1:4

(1 cement : 4 coarse sand) for water meter

complete with C.I.double flap surface box

400x200x200 mm (inside) with locking

arrangement and RCC top slab 1:1.5:3 mix (1

cement : 1.5 coarse sand : 3 graded stone

18.37 aggregate 20 mm nominal size) , including

necessary excavation, foundation concrete

1:5:10 ( 1 cement : 5 fine sand:10 graded

stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat cement

complete as per standard design :

18.37.1 With common burnt clay F.P.S.(non modular) Each 4 9698.55 38794.2

bricks of class designation 7.5

18.48 Providing and placing on terrace (at all floor Per 5000 11 55000

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable

17 locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but

without fittings and the base support for

19.0 DRAINAGE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed

stoneware pipes class SP-1 with stiff mixture

19.1 of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of

joints etc. complete :

Item- 3 Laying paver block around office building.

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

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, for all lift, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.27 Supplying and filling in plinth with sand under cum 60 2123.75 127425

2 floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work up

to plinth level :

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.68 Providing and laying 60mm thick factory Sqm 500 972 486000

made cement concrete interlocking paver

block of M -30 grade made by block making

machine with strong vibratory compaction, of

approved size, design & shape, laid in

required colour and pattern over and

including 50mm thick compacted bed of

coarse sand, filling the joints with line sand

etc. all complete as per the direction of

Engineer-in-charge.

Item- 4 Construction of compound wall around office building

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

2.0 EARTH WORK

2.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

in foundation trenches or drains (not

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

2.8 including dressing of sides and ramming of

bottoms, for all lift, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.25 Filling available excavated earth (excluding cum 5.6 196 1097.6

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

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: 4 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

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

(non modular) bricks of class designation 7.5

in superstructure above plinth level up to

floor V level in all shapes and sizes in :

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.

6.15 Extra for providing and placing in position 2 Sqm 1.49 104.8 156.15

8 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

10.0 STEEL WORK

10.1S General

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.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.50 Applying priming coat:

13.50.4 With ready mixed red oxide zinc chromate Sqm 50 36.1 1805

13 primer of approved brand and manufacture

on steel work (second coat)

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Item- 5 Provision of store shed of size 12m x 28m

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

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, for all lift, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.25 Filling available excavated earth (excluding cum 183.71 196 36007.16

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

2.25A Excavating, supplying and filling of local cum 15 700.5 10507.5

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.

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 under cum 15 2123.75 31856.25

5 floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work up

to plinth level :

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 40 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 112.2 392.15 43999.23

for mass concrete

5.9.5 Lintels, beams, plinth beams, girders, Sqm 71.43 736.4 52601.05

bressummers and cantilevers

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and

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

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge, for the following

grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 71 9504.75 674837.25

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

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

(non modular) bricks of class designation 7.5

in superstructure above plinth level up to

floor V level in all shapes and sizes in :

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 4000 117.35 469400

with or without connecting plate, including

13 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 9000 133.7 1203300

welded in built up sections, trusses and

14 framed work, including cutting, hoisting,

fixing in position and applying a priming coat

of approved steel primer all complete.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Supplying and fixing rolling shutters of

approved make, made of required size M.S.

laths, interlocked together through their

entire length and jointed together at the end

by end locks, mounted on specially designed

pipe shaft with brackets, side guides and

arrangements for inside and outside locking

with push and pull operation complete,

including the cost of providing and fixing

necessary 27.5 cm long wire springs

manufactured from high tensile steel wire of

adequate strength conforming to IS: 4454 -

part1 and M.S. top cover of required

thickness for rolling shutters.

10.7 Providing and fixing ball bearing for rolling Each 3 492.35 1477.05

Extra for providing mechanical device chain

10.8 and crank operation for operating rolling

10.19 Providing and fixing mild steel round holding Kg 125 97.2 12150

18 down bolts with nuts and washer plates

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any

pitch, including fixing with polymer coated 'J'

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

plain/bitumen washers complete but

excluding the cost of purlins, rafters, trusses

etc. The sheets shall be manufactured out of

2400 TEX panel rovings incorporating

minimum 0.3% ultra-violet stabiliser in resin

system under approximately 2400 psi and

hot cured. They shall be of uniform

pigmentation and thickness without air

pockets and shall conform to IS 10192 and IS

12866.The sheets shall be opaque or

translucent, clear or pigmented, textured or

smooth as specified.

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

Providing & fixing at all heights, levels and

locations colour finish Aluminium alloy

roofing sheets of alloy IS designation 31500,

temper Hx8 conforming to IS 737 and

dimensions as per IS code 2676 with

characteristics of good formability and

corrosion resistance. The profile sheets shall

be fixed to truss members in slope or

required pitch or curvature with Hex cap

headed self drilling/tapping Stainless steel

screws M6, 50 mm long with 3 mm EPDM

seal washer etc. all inclusive of labour,

scaffolding, T&P and sundries etc. complete

as per directions of the Engineer-In-Charge.

(Cost of truss/frame work shall be paid

12.65.1 0.56 mm, Aluminium Color coated troughed Sqm 400 1176.7 470680

profile with center to center pitch of 200 mm,

depth of 32 mm, overall profile width1092

mm, cover width 1000 mm.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing of Pre-coated colour or

mill finish Aluminium Roofing Accessories in

0.71 mm thickness ,Alloy 31500 (IS

designation) [Aluminium Alloy (AA) 3004 (ISO

designation)] For colour, coating shall be 5-7

microns epoxy primer on both sides of the

sheet and polyester top coat 15-18 microns,

using self drilling/tapping SS screws of size 6

x 50 mm with 3 mm thick EPDM seal and SS

plain washer complete :

12.66.1 Precoated/mill finish aluminium Ridges plain Metre 76.4 1066.2 81457.68

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.6 20 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 300 181.25 54375

litre/ 10 sqm. Over and including priming

coat of exterior primer applied @ 0.90

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

Item- 6 Approach road for the length of 100 meter

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

16.0 ROAD WORK

16.1S ROADS

16.4 Laying, spreading and compacting stone cum 135 1046.95 141338.25

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material

to fill up interstices of coarse aggregate,

watering and compacting to the required

16.10 Making bajri path including preparation of Sqm 480 191.25 91800

subgrade, supplying and laying brick

aggregate of 50 mm nominal size 7.5 cm

deep with blinding material consisting of 12

mm moorum and 12 mm red bajri

consolidated with road roller.

16.25S SURFACE DRESSING

16.27 Surface dressing on old surface with hot Sqm 450 175.1 78795

bitumen of grade VG - 10 of approved quality

using 1.95 kg of bitumen per sqm with 1.50

3 cum of stone chippings 11.2 mm nominal

size per 100 sqm of road surface, including

consolidation with road roller of 6 to 8 tonne

capacity, etc. complete.

16.30S PREMIX CARPET

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and applying tack coat using

bitumen emulsion conforming to IS:8887,

16.31 using emulsion pressure distributer including

preparing the surface & cleaning with

mechanical broom.

16.31.1 With rapid setting bitumen emulsion

16.40S SEAL COAT

16.40 Providing and laying seal coat of premixed Sqm 450 88.55 39847.5

fine aggregate ( passing 2.36 mm and

retained on 180 micron sieve) with bitumen

using 128 kg of bitumen of grade VG - 10

bitumen per cum of fine aggregate and 0.60

cum of fine aggregate per 100 sqm of road

surface, including rolling and finishing with

road roller all complete.

16.49S MISCELLANEOUS

16.50 Providing and fixing Glow studs of size Each 100 206.3 20630

100x20 mm made of heavy duty body shall

be moulded ASA (Acrylic styrene Acrylonitrile

) or HIP (High impact polystyrene) or ABS

having electronically welded micro- prismatic

lens with abrasion resistant coating as

approved by Engineer in charge. The glow

stud shall support a load of 13635 kg tested

in accordance with ASTM D4280. The slope of

retro- reflective surface shall be 35 (+/-5)

6 degress to base .The reflective panels on

both sides with at least 12 cm of reflective

area up each side. The luminance intensity

should be as per the specification and shall

be tested as described in ASTM I: 809 as

recommended in BS: 873 part 4 : 1973. The

studs shall be fixed to the Road surface using

the adhesive conforming to IS, as per

procedure recommended by the

manufacturer complete and as per direction

of Engineer-in-charge.

Providing and laying Bituminous concrete

using crushed stone aggregates of specified

grading, premixed with bituminous binder

and filler, transporting the hot mix to work

site by tippers, laying with paver finisher

equipped with electronic sensor to the

required grade, level and alignment and

rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired

compaction and density as per specification,

complete and as per directions of Engineer-

16.57.1 40/50 mm compacted thickness with bitumen cum 22.5 12126.2 272839.5

of grade VG-30 @ 5.5% (percentage by

weight of total mix) and lime filler @ 3%

(percentage by weight of Aggregate)

prepared in Batch Type Hot Mix Plant of 100-

120 TPH capacity.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.62 Providing and applying 2.5 mm thick road Sqm 33 747.8 24677.4

marking strips (retro- reflective) of specified

shade/ colour using hot thermoplastic

material by fully/ semi automatic

thermoplastic paint applicator machine fitted

with profile shoe, glass beads dispenser,

propane tank heater and profile shoe heater,

driven by experienced operator on road

surface including cost of material, labour,

T&P, cleaning the road surface of all dirt,

seals, oil, grease and foreign material etc.

complete as per direction of Engineer-in-

charge and accordance with applicable

specifications.

Item- 7 Demolishing and dismantling of SSE-TM office building & Shed

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.1 Lime, moorum, building rubbish

1.2.1.1 Cost of carriage including loading, unloading cum 105 227.18 23853.9

& stacking for first 50 metres

1.2.1.2 Every additional lead of 50m or part thereof cum- 105 49.47 5194.35

beyond1st 50 m upto 9 such additional lead lead

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, unloading cum 105 283.98 29817.9

& stacking for first 50 metres

1.2.2.2 Every additional lead of 50m or part thereof cum- 105 61.83 6492.15

beyond1st 50 m upto 9 such additional lead lead

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.3 Demolishing R.C.C. work manually/ by cum 80 3551.25 284100

mechanical means including stacking of steel

5 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

15.18 Dismantling steel work in built up sections in Kg 12000 5.65 67800

angles, tees, flats and channels including all

7 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

Schedule A2-All items which are covered by Unified Standard Schedule of rates 2021 for

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

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

advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over

USSOR 2021 basic value)

Item- 1 Earth Work in forming Railway embankment for provision of shunting neck and three stabling lines.

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1 011010 Preparation of foundation for Embankment by 100 22914.00 569.75 130552.52

clearing, grubbing, stripping top soil (average Sqm

150 mm) and stacking beyond foundation

area, thereafter ploughing and pulverizing

150 - 200 mm of top of soil with tractor

trolley, mixing water to achieve OMC with

water sprinkler or left for natural drying, as

required, and compaction with vibratory

roller of suitable capacity to achieve 98%

MDD for laying first layer of soil for

embankment construction.

Earthwork in filling in embankment, guide

bunds, around buried type abutments, bridge

gaps, trolley refuges, platforms etc. with

contractor's own earth conforming to Soil

Quality Class SQ1/SQ2/SQ3, after preparation

of foundations as applicable, benching in

existing banks wherever required, spreading

in layers with motor grader, bringing the

moisture content to OMC, mechanical

compaction to specified density and dressing

of bank to final profile as per RDSO

Specifications: RDSO/2020/GE: IRS-0004 with

latest correction slips. Note: 1) Foundation

preparation, Benching including additional

earthwork on account of this, wherever

required, shall be paid extra under relevant

schedule item for benching. 2) Payment for

Earthwork under this item shall be made

based on the cross section measurements

calculated (i) with original ground profile of

existing bank based on initial ground levels

before doing benching and (ii) final profile of

the bank worked out with final levels as per

prevailing guidelines.

Item- 2 Works connected to Approach road. (for the length of 100 meter)

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

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

1 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 200.00 867.49 173498.00

minimum 1.10 cum bucket capacity

Schedule A3-Supply of Steel Reinforcement only - Item/All items which are covered by CPWD-DSR

2023 for Tiruchchirappalli Division (The tenderer/contractor shall quote a rate 'at par' or a collective

percentage above or below the advertised value of schedule 'A3 (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2023 basic value)

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

binding all complete

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

5.0 REINFORCEMENT 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 13875 107.85 1496418.75

Fe-500D or more.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 7000 107.85 754950

Fe-500D or more.

Schedule C1-Electrical Engineering portion work - Items which are not covered by Unified Standard

Schedule of rates 2021 and CPWD-DSR-2023 for Tiruchchirappalli Division. (The tenderer/contractor

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

Item- 1 Electrical concealing works.

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

1 1 Chipping and opening of brick wall and Metre 300.00 34.00 10200.00

closing of opened wall after provision of one

metre PVC pipe and covered with plastering

in Cement Mortar 1:6 mix, 12 mm thick.

2 2 Supply and provision of 25 mm OD, rigid, Metre 1500.00 81.00 121500.00

heavy duty, PVC wiring conduit with ISI mark,

2 mm thick, conforming to IS.9537 part 1 and

3, suitable for electric wiring by surface with

necessary accessories such as PVC junction

boxes of required ways, bends, coupling,

elbows, Tees, couplings etc ceiling / beam

and wall opened for PVC pipes, as per

3 3 Supply and fixing of modular type sub control Each 14.00 1030.00 14420.00

board, 12 module, two row type, in a

concealed manner including chipping and

plastering etc. This shall be similar to cat.

Ref. No: 689011 for metal flush box, 675572

for white plate with frame, all of Mylinc model

of M/s. Legrand make or equivalent including

internal wiring.

4 4 Supply and fixing of modular type sub control Each 11.00 836.00 9196.00

board, 9 module one row type, in a concealed

manner including chipping and plastering

e t c . This shall be similar to cat. Ref. No:

689029 for metal flush box, 675569 for white

plate with frame, all of Mylinc model of M/s.

Legrand make or equivalent including

internal wiring.

5 5 Supply and fixing of modular type sub control Each 8.00 562.00 4496.00

board, 6 module one row type, in open

manner. This shall be similar to cat. Ref. No:

6890 73 for Plastic Surface mounting boxes ,

6755 66 for white plate with frame, all of

Mylinc model of M/s. Legrand make or

equivalent including internal wiring.

6 6 Supply and fixing of modular type sub control Each 5.00 388.00 1940.00

board, 4 module, two row type, in a

concealed manner including chipping and

plastering etc. This shall be similar to cat.

Ref. No: 689009 for metal flush box, 675564

for white plate with frame, all of Mylinc model

of M/s. Legrand make or equivalent including

internal wiring.