For Department reference only.

Description:- CC Pathway Above/ Please see Item Breakup for details. 790210.34 AT Par 790210.34 Below/P

Description:- Construction of Rolling - in - Examination huts at TPJ Junction(8 Nos) as per Plan No.SR/T/M-2019-01 Above/ Please see Item Breakup for details. 394428.80 AT Par 394428.80 Below/P

Description:- Replacement of footpath slab along hydrant pipe line -2 nos Above/ Please see Item Breakup for details. 7774324.99 AT Par 7774324.99 Below/P

Description:- Proposed construction of Track Machine office building Above/ Please see Item Breakup for details. 589475.10 AT Par 589475.10 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:- Proposed laying paver block around office building TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Above/ Please see Item Breakup for details. 1276337.77 AT Par 1276337.77 Below/P

Description:- Proposed construction of compund wall around office building Above/ Please see Item Breakup for details. 7991015.34 AT Par 7991015.34 Below/P

Description:- Proposal of store shed of size 12m x 28m Above/ Please see Item Breakup for details. 811894.05 AT Par 811894.05 Below/P

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 Above/ Please see Item Breakup for details. 1096137.30 AT Par 1096137.30 Below/P

Description:- Provision of CC Flooring for Open Stack area for 15 x 20m Above/ Please see Item Breakup for details. 2411826.08 AT Par 2411826.08 Below/P

Description:- Construction of GLR 1.50 Lakh liters capacity Above/ Please see Item Breakup for details. 460633.20 AT Par 460633.20 Below/P

Description:- Provision of Bore-wells at 2 nos Above/ Please see Item Breakup for details. 726119.35 AT Par 726119.35 Below/P

Description:- Pumping room Above/ Please see Item Breakup for details. 2750386.20 AT Par 2750386.20 Below/P

Description:- Pipe line & Values from existing open well Above/ Please see Item Breakup for details. 4630675.05 AT Par 4630675.05 Below/P

Description:- Construction of RCC Over Head Tank one lakh litres capacity with 12m staging Above/ Please see Item Breakup for details. 15056879.25 AT Par 15056879.25 Below/P

Description:- Side darin 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 22028803.41 above or below the advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over USSOR 2021 basic value)-Platform Above/ Please see Item Breakup for details. 20743456.16 5.36 21855305.41 Below/P

Description:- Earth Work Above/ Please see Item Breakup for details. 173498.00 AT Par 173498.00 Below/P

Description:- Approach road for the length of 100 meter S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Schedule () A3-Supply of Cement only - Item/All items which are covered by Unified Standard Schedule of rates 2021 for Tiruchchirappalli Division - For USSOR items covered under Schedule-A2 only. (The tenderer/contractor shall quote a rate 'at par' 4520255.78 or a collective percentage above or below the advertised value of schedule 'A3' (The advertised value is inclusive of Railways escalation over USSOR 2021 basic value)- Above/

Description:- Supply and using Cement at Worksite Ordinary Portland Cement 43 grade approved brands/makes S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A4-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 30261307.95 value of schedule 'A4 (The advertised value is inclusive of Railways escalation over CPWD-DSR 2023 basic value) Above/ Please see Item Breakup for details. 30261307.95 AT Par 30261307.95 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

6987480.00 shall quote unit rate).(Item Directory - Not Applicable)- : Replacement of footpath slab along hydrant pipe line -2 nos

1 Description:- Cutting

2 Description:- Supply

3 Description:- Supply

4 Description:- Supply

5 Description:- Supply

6 Description:- Supply

7 Description:- Laying

8 Description:- Supply

9 Description:- Feeding

10 Description:- Thermo

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 CC Pathway

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

2.8 on plan), 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 m.

2.27 Supplying and filling in plinth with sand cum 540 2123.75 1146825

2 under 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 500 234.75 117375

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 :

(zone-III) derived from natural sources : 3

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)

Centering and shuttering including

4.3 strutting, propping etc. and removal of

form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 9072 842.5 7643160

thickness) including attached pilasters,

buttresses, plinth and string courses

fillets, kerbs and steps etc.

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 plinth level :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 600 392.15 235290

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 600 842.5 505500

9 pilasters, buttresses, plinth and string

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

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

cement content of 330 kg /cum

All works above plinth level upto floor V

cement content of 330 kg /cum

11.0 FLOORING

11.1S General

cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), including

finishing complete.

13.0 FINISHING

13.37S INTERIOR FINISHING

White washing with lime to give an even

13.44S EXTERIOR FINISHING

13.106 Painting (one or more coats) with black Sqm 3960 95.8 379368

14 Japan paint of approved brand and

manufacture to give an even shade.

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2

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

jointed with stiff mixture of cement mortar

in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc.

Item- 2 Construction of Rolling - in - Examination huts at TPJ Junction(8 Nos) as per Plan No.SR/T/M-2019-01

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

2.8 on plan), 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 m.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

derived from natural sources : 6 graded

stone aggregate 40 mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum .54 10585.9 5716.39

level up to floor five level precast

reinforced cement concrete work in string

courses, bands, copings, bed plates,

anchor blocks, plain window sills and the

like, including the cost of 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).

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:

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or Kg 384 133.7 51340.8

welded in built up sections, trusses and

framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised Sqm 38.43 738.65 28386.32

iron profile sheets (size, shape and pitch

of corrugation as approved by Engineer-

in-charge) of total coated thickness 0.50

mm (base metal of minimum 0.45 mm

thickness with total coating thickness of

0.05 mm) with zinc coating 120 grams per

sqm as per IS: 277, in 240 mpa steel

grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat

15-18 microns. Sheet should have

6 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.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.1 12 mm cement plaster of mix :

13.37S INTERIOR FINISHING

White washing with lime to give an even

13.44S EXTERIOR FINISHING

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete

18.12 with G.I. fittings including trenching and

refilling etc. External work

Item- 3 Replacement of footpath slab along hydrant pipe line -2 nos

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

10.0 STEEL WORK

10.1S General

Providing and fixing hand rail of approved

size by welding etc. to steel ladder railing,

10.26 balcony railing, staircase railing and

similar works, including applying priming

coat of approved steel primer.

13.0 FINISHING

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of

13.62 approved brand and manufacture of

required colour to give an even shade :

13.62.1 Two or more coats on new work over an Sqm 780 226.25 176475

2 under coat of suitable shade with ordinary

paint of approved brand and manufacture

18.0 WATER SUPPLY

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing C.I. sluice valves (with

cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required

will be paid separately) :

18.31.1 100 mm diameter

18.31.3 150 mm diameter

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and fixing C.I. double acting air

valve of approved quality with bolts, nuts,

18.59 rubber insertions etc. complete (The tail

pieces, tapers etc if required will be paid

Item- 4 Proposed construction of Track Machine 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

2.8 on plan), 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 m.

2.25 Filling available excavated earth cum 196 196 38416

(excluding 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 all lift.

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

3 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

Extra for every additional lift of 1.5 m or

2.26 part thereof in excavation / banking

excavated or stacked materials.

2.27 Supplying and filling in plinth with sand cum 136.2 2123.75 289254.75

5 under 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 500 234.75 117375

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, columns, pillars, piers,

abutments, posts and struts etc. above

plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and

reinforcement :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 15 392.15 5882.25

etc. for mass concrete

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 475.2 736.4 349937.28

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 189.2 961.3 181877.96

5.9.19 Weather shade, Chajjas, corbels etc., Sqm 11 951.1 10462.1

including edges

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 6 10585.9 63515.4

level up to floor five level precast

reinforced cement concrete work in string

courses, bands, copings, bed plates,

anchor blocks, plain window sills and the

like, including the cost of 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

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

cement content of 330 kg /cum

All works above plinth level upto floor V

cement 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:

TRICHCHIRAPPALLI DIVISION-ENGG/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 :

6.8 Brick work 7 cm thick with common burnt Sqm 35 865.65 30297.75

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

designation 7.5 in foundations and plinth

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 Sqm 78 104.8 8174.4

24 2 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

9.1 position with hold fast lugs or with dash

fasteners of required dia & length (hold

fast lugs or dash fastener shall be paid for

Providing and fixing panelled or panelled

and glazed shutters for doors, windows

and clerestory windows, fixing with butt

9.5 hinges of 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. sliding door bolts with nuts and

screws etc. complete (Copper oxidised as

9.88S CHROMIUM PLATED BRASS FITTINGS

9.88 Providing and fixing chromium plated Each 8 998.35 7986.8

brass 100 mm mortice latch and lock with

28 6 levers and a pair of lever handles of

approved quality with necessary screws

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing aluminium tower

bolts, ISI marked, anodised (anodic

coating not less than grade AC 10 as per

IS : 1868 ) transparent or dyed to required

colour or shade, with necessary screws

etc. complete :

Providing and fixing aluminium 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. complete.

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

10.6 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.

thick top cover

11.0 FLOORING

11.1S General

Cement concrete flooring 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of

neat cement, including cement slurry, but

excluding the cost of nosing of steps etc.

stone aggregate

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 28 1096.55 30703.4

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,

33 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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

11.37A Providing and fixing 1st quality ceramic Sqm 126 1112.7 140200.2

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 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

11.41 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 370 709.75 262607.5

per approved pattern 20 mm nominal

thickness of approved size) on roofs

jointed with cement mortar 1:4 (1 cement

36 : 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

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

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

system for interiors and exteriors using

Primer as per manufacturers

specifications :

13.48.1 Two or more coats applied on walls @ Sqm 704 193.7 136364.8

1.25 ltr/10 sqm over and including one

coat of Special primer applied @ 0.75 ltr

13.50 Applying priming coat:

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.50.2 With ready mixed aluminium primer of Sqm 16 74.65 1194.4

42 approved brand and manufacture on

resinous wood and plywood

13.50.3 With ready mixed red oxide zinc chromate Sqm 40 67.4 2696

primer of approved brand and

manufacture on steel galvanised iron/

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

13.106 Painting (one or more coats) with black Sqm 400 95.8 38320

45 Japan 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

transparent or dyed to required shade

according to IS: 1868, Minimum anodic

coating of grade AC 15)

For shutters of doors, windows &

ventilators including providing and fixing

hinges/ pivots and making provision for

21.1.2 fixing of fittings wherever required

including the cost of EPDM rubber /

neoprene gasket required (Fittings shall

be paid for separately)

transparent or 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 /

21.3 neoprene gasket etc. complete as per the

architectural drawings and the directions

of engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness Sqm 34 1505.25 51178.5

(weight not less than 12.50 kg/sqm)

Item- 5 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

10.2 Structural steel work riveted, bolted or Kg 720 133.7 96264

welded in built up sections, trusses and

framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all

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 pipe, with manually

controlled device (handle lever),

conforming to IS : 7231, with all fittings

and fixtures complete, including cutting

and making good the walls and floors

wherever required :

17.2.1 W.C. pan with ISI marked white solid Each 6 6515.55 39093.3

plastic seat and lid

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 require:

17.7.4 White Vitreous China Flat back wash basin Each 6 1879.2 11275.2

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

brass pillar tap

bevelled edge mirror of superior glass (of

approved quality) complete with 6 mm

thick hard board ground fixed to wooden

cleats with C.P. brass screws and washers

Providing and filling the joints with spun

yarn, cement slurry and cement mortar

1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I.

Providing and fixing trap of self cleansing

design with screwed down or hinged

17.60 grating with or without vent arm

complete, including cost of cutting and

making good the walls and floors :

17.60.2 100 mm inlet and 75 mm outlet

Providing and fixing PTMT towel rail

complete with brackets fixed to wooden

17.73 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 4 708.95 2835.8

645 mm, width 78 mm and effective

height of 88 mm, weighing not less than

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 )

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing G.I. Pipes complete

with G.I. fittings and clamps, including

making 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

18.12 with 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 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 :

modular) bricks of class designation 7.5

18.48 Providing and placing on terrace (at all Per 10000 11 110000

floor levels) polyethylene water storage Litre

tank, IS : 12701 marked, with cover and

17 suitable locking arrangement and making

necessary holes for inlet, outlet and

overflow pipes but without fittings and the

base support for tank.

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed

stoneware pipes class SP-1 with stiff

19.1 mixture of cement mortar in the

proportion of 1:1 (1 cement : 1 fine sand)

including testing of joints etc. complete :

Item- 6 Proposed laying paver block 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

2.8 on plan), 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 m.

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

2 under 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- 7 Proposed construction of compund wall 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

2.8 on plan), 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 m.

2.25 Filling available excavated earth cum 5.6 196 1097.6

(excluding 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 all lift.

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 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 plinth level :

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 Sqm 1.49 104.8 156.15

8 2 Nos 6mm dia. M.S. bars at every third

course of half brick masonry.

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 :

13.44.1 New work (Two or more coats applied @ Sqm 152.94 116.9 17878.69

3.84 kg/10 sqm)

Item- 8 Proposal 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

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

2.8 on plan), 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 m.

2.25 Filling available excavated earth cum 183.71 196 36007.16

(excluding 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 all lift.

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

3 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

Extra for every additional lift of 1.5 m or

2.26 part thereof in excavation / banking

excavated or stacked materials.

2.27 Supplying and filling in plinth with sand cum 15 2123.75 31856.25

5 under 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 : 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

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 112.2 392.15 43999.23

etc. 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying in position ready

mixed or site batched design mix cement

concrete for reinforced cement concrete

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 77.48 9504.75 736428.03

cement 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, Kg 12000 117.35 1408200

fixed with or without connecting plate,

13 including cutting, hoisting, fixing in

position and applying a priming coat of

approved steel primer all complete.

10.2 Structural steel work riveted, bolted or Kg 20000 133.7 2674000

welded in built up sections, trusses and

framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all

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

10.6 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.

thick top cover

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Extra for providing mechanical device

10.8 chain and crank operation for operating

rolling shutters.

10.19 Providing and fixing mild steel round Kg 150 97.2 14580

18 holding down bolts with nuts and washer

plates complete.

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

12.47 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.

or 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 separately).

troughed profile with center to center

20 pitch of 200 mm, depth of 32 mm, overall

profile width1092 mm, cover width 1000

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,

12.66 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 Metre 76.4 1066.2 81457.68

plain (500- 600mm)

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 :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint (Company Depot Tinted)

having VOC less than 50 gm/litre and UV

13.48A resistance as per IS 15489:2004, Alkali &

fungal resistance, dirt resistance exterior

paint of required shade with silicon

13.48A.1 New work (Two or more coats applied @ Sqm 618.93 181.25 112181.06

1.43 litre/ 10 sqm. Over and including

priming coat of exterior primer applied @

0.90 litre/10 sqm.

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

Item- 9 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 144 1046.95 150760.8

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 density .

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 480 175.1 84048

bitumen of grade VG - 10 of approved

quality using 1.95 kg of bitumen per sqm

with 1.50 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.

16.30S PREMIX CARPET

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying Bitumen Penetration

Macadam with hard stone aggregate of

quality, size and grading as specified, with

bitumen of suitable penetration grade,

including required key aggregate as

specified, spreading coarse aggregate

with the help of self propelled/ tipper tail

16.36 mounted aggregate spreader and

applying bitumen by a pressure distributor

and then spreading key aggregate with

the help of aggregate spreader complete,

including consolidation with road roller of

minimum 8 to 10 tonne capacity to

achieve specified values of compaction

and surface accuracy :

16.36.1 For 50 mm compacted thickness using Sqm 480 505.65 242712

coarse aggregate of size 50-20 mm

graded @ 0.60 cum per 10 sqm key

aggregate of size 12.5 mm graded @ 0.15

cum per 10 sqm. With paving asphalt

grade VG - 10 @ 50 kg/ 10 sqm.

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 semi- dense

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

16.56 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-in-Charge.

16.56.1 25 mm compacted thickness with bitumen Sqm 480 277.7 133296

of grade VG-30 @ 5% (percentage by

weight of total mix) and lime filler @ 2%

(percentage by weight of Aggregate)

prepared in Batch Type Hot Mix Plant of

100-120 TPH capacity.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Manufacturing, supplying and fixing retro

reflective sign boards made up of 2 mm

thick aluminium sheet, face to be fully

covered with high intensity encapsulated

type heat activated retro reflective

sheeting conforming to type - IV of ASTM-

D 4956-01 in blue and silver white or

other colour combination including subject

matter, message (bi-lingual), symbols and

borders etc. as per IRC ; 67:2001, pasted

on substrate by an adhesive backing

which shall be activated by applying heat

and pressure conforming to class -2 of

ASTM-D-4956-01 and fixing the same with

suitable sized aluminium alloy rivets @ 20

cm c/c to back support frame of M.S.

angle iron of size 25x25x3 mm along with

theft resistant measures, mounted and

fixed with 2 Nos. M.S. angles of size

16.59 35x35x5 mm to a vertical post made up to

M.S. Tee section ISMT 50x50x6 mm

welded with base plate of size 100x100x5

mm at the bottom end and including

making holes in pipes, angles flats,

providing & fixing M.S. message plate of

required size, steel work to be painted

with two or more coats of synthetic

enamel paint of required shade and of

approved brand & manufacture over

priming coat of zinc chromate yellow

primer (vertical MS-Tee support to be

painted in black and white

colours).Backside of aluminium sheet to

be painted with two or more coats of

epoxy paint over and including

appropriate priming coat including all

leads and lifts etc. complete as per

drawing , specification and direction of

Engineer-in-charge.

16.59.1 Mandatory/ Regulatory sign boards of 900 Each 5 7183.35 35916.75

8 mm diametre with support length of 3750

16.59.2 Cautionary /warning sign boards of Each 6 5559.75 33358.5

equilateral triangular shape having each

side of 900 mm with support length of

16.62 Providing and applying 2.5 mm thick road Sqm 20 747.8 14956

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- 10 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1.2.1.1 Cost of carriage including loading, cum 105 227.18 23853.9

unloading & stacking for first 50 metres

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

2 thereof beyond1st 50 m upto 9 such lead

additional lead

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, cum 105 283.98 29817.9

unloading & stacking for first 50 metres

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

4 thereof beyond1st 50 m upto 9 such lead

additional 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

5 steel 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

serviceable material and disposal of

unserviceable material within 50 metres

lead as per direction of Engineer-in-

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

in angles, tees, flats and channels

including all gusset plates, bolts, nuts,

cutting rivets, welding etc. including

dismembering and stacking within 50

Item- 11 Provision of CC Flooring for Open Stack area for 15 x 20m

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, cum 105 227.18 23853.9

unloading & stacking for first 50 metres

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

2 thereof beyond1st 50 m upto 9 such lead

additional lead

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, cum 105 283.98 29817.9

unloading & stacking for first 50 metres

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

4 thereof beyond1st 50 m upto 9 such lead

additional lead

2.0 EARTH WORK

2.1S General

Earth work in surface excavation not

exceeding 30 cm in depth but exceeding

1.5 m in width as well as 10 sqm on plan

including getting out and disposal of

excavated earth upto 50 m and lift upto

1.5 m, as directed by Engineer-in- Charge:

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 : 6 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready

mixed or site batched design mix cement

concrete for reinforced cement concrete

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

cement content of 350 kg /cum

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.

(including equivalent design mix)

Item- 12 Construction of GLR 1.50 Lakh liters capacity

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

2.8 on plan), 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 m.

2.25 Filling available excavated earth cum 235 196 46060

(excluding 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 all lift.

Extra for every additional lift of 1.5 m or

2.26 part thereof in excavation / banking

excavated or stacked materials.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2.27 Supplying and filling in plinth with sand cum 52.5 2123.75 111496.88

4 under 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)

4.10S DAMP-PROOF COURSE

4.12 Extra for providing and mixing water per bag 7500 18.15 136125

proofing material in cement concrete work of 50 kg

in doses by weight of cement as per cement

manufacturer's specification. used

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 12 392.15 4705.8

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 80 842.5 67400

8 pilasters, buttresses, plinth and string

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 30 961.3 28839

5.23S MISCELLANEOUS

5.23 Smooth finishing of the exposed surface Sqm 324 300.45 97345.8

10 of R.C.C. work with 6 mm thick cement

mortar 1:3 (1 Cement : 3 fine sand).

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready

mixed or site batched design mix cement

concrete for reinforced cement concrete

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 342 733.5 250857

12 design mix over and above the specified

cement content therein.

13.0 FINISHING

CEMENT PLASTER WITH A FLOATING COAT

12 mm cement plaster finished with a

floating coat of neat cement of mix :

17.0 SANITARY INSTALLATIONS

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

17.1S General

Providing and fixing soil, waste and vent

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and fixing in position pre-cast

19.19 R.C.C. manhole cover and frame of

required shape and approved quality

Item- 13 Provision of Bore-wells at 2 nos

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken

floor etc., up to floor five level, excluding

the cost of centering, shuttering and

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply, and

all CPVC plain & brass threaded fittings,

including fixing the pipe with clamps at

1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC

solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality

(screwed end) :

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.63 Providing and fixing PTMT angle stop cock Each 2 156.9 313.8

4 15 mm nominal bore, weighing not less

23.0 RAIN WATER HARVESTING & TUBEWELLS

23.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Boring/drilling bore well of required dia for

casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/

23.1 bore log, including hire & running charges

of all equipments, tools, plants &

machineries required for the job, all

complete as per direction of Engineer-in-

charge, upto 90 metre depth below

23.1.1 All types of soil

Supplying, assembling, lowering and

fixing in vertical position in bore well,

unplasticized PVC medium well casing

(CM) pipe of required dia, conforming to

IS: 12818, including required hire and

labour charges, fittings & accessories etc.

all complete, for all depths, as per

direction of Engineer -in-charge.

Supplying, assembling, lowering and

fixing in vertical position in bore well

unplasticized PVC medium well screen

(RMS) pipes with ribs, conforming to IS:

12818, including hire & labour charges,

fittings & accessories etc. all complete, for

all depths, as per direction of Engineer-in-

Item- 14 Pumping room

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

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 16 736.4 11782.4

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

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

All works above plinth level upto floor V

cement content of 330 kg /cum

6.0 MASONRY WORK

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

Providing and fixing 1 mm thick M.S. sheet

door with frame of 40x40x6 mm angle

iron and 3 mm M.S. gusset plates at the

junctions and corners, all necessary

fittings complete, including applying a

priming coat of approved steel primer.

10.5.2 Using flats 30x6 mm for diagonal braces Sqm 3 5563.75 16691.25

and central cross piece

Providing and fixing T-iron frames for

doors, windows and ventilators of mild

steel Tee-sections, joints mitred and

welded, including fixing of necessary butt

hinges and screws and applying a priming

coat of approved steel primer.

embedded in cement concrete block

coarse sand : 6 graded stone aggregate

20 mm nominal size).

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 40 172.6 6904

railings, brackets, gates and similar works

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

11.41A with grey cement slurry @3.3 kg/sqm

including grouting the joints with white

cement and matching pigments etc. The

tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will

be done with the notch trowel, plier,

wedge, clips of required thickness,

leveling system and rubber mallet for

placing the tiles gently and easily.

Glazed vitrified floor tiles polished finish of

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

CEMENT PLASTER WITH A FLOATING COAT

12 mm cement plaster finished with a

floating coat of neat cement of mix :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

Item- 15 Pipe line & Values from existing open well

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

2.0 EARTH WORK

2.1S General

Surface dressing of the ground including

removing vegetation and in-equalities not

2.28 exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up to 1.5

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete

18.12 with G.I. fittings including trenching and

refilling etc. External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality

(screwed end) :

Item- 16 Construction of RCC Over Head Tank one lakh litres capacity with 12m staging

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

2.8 on plan), 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 m.

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 then returning the soil as required, in

layers not exceeding 20 cm in depth,

including consolidating each deposited

layer by ramming, watering, etc. and

disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. Metre 100 352.15 35215

but not exceeding 300 mm dia

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Open timbering in case of shafts, wells,

cesspits, manholes and the like including

2.21 strutting and shoring complete

(Measurements to be taken of the face

area timbered):

2.21.2 Depth exceeding 1.5 m but not exceeding Sqm 30 81.65 2449.5

2.25 Filling available excavated earth cum 90 196 17640

(excluding 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 all lift.

Extra for every additional lift of 1.5 m or

2.26 part 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 40 mm nominal size

derived from natural sources)

4.10S DAMP-PROOF COURSE

4.12 Extra for providing and mixing water per bag 250 18.15 4537.5

proofing material in cement concrete work of 50 kg

in doses by weight of cement as per cement

manufacturer's specification. used

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 30 392.15 11764.5

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 140 842.5 117950

10 pilasters, buttresses, plinth and string

5.9.3 Suspended floors, roofs, landings, Sqm 40 927.25 37090

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 110 736.4 81004

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 100 961.3 96130

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 Sqm 30 384.3 11529

and balconies (Plan area to be measured)

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

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

5.33 to accelerate / retard setting of concrete,

to improve durability and workability

without impairing strength; including

pumping of concrete to site of laying,

c u r i n g , carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

cement content of 330 kg /cum

All works above plinth level upto floor V

cement 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:

10.0 STEEL WORK

10.1S General

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 400 172.6 69040

railings, brackets, gates and similar works

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 :

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic

13.47 Smooth exterior paint with Silicone

additives of required shade:

1.43 ltr/10 sqm over and including priming

coat of exterior primer applied @ 0.90

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

15.3 Demolishing R.C.C. work manually/ by cum 29 3551.25 102986.25

mechanical means including stacking of

23 steel bars 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 Kg 392.04 5.65 2215.03

in angles, tees, flats and channels

including all gusset plates, bolts, nuts,

cutting rivets, welding etc. including

dismembering and stacking within 50

Dismantling G.I. pipes (external work)

including excavation and refilling trenches

after taking out the pipes, manually/ by

mechanical means including stacking of

pipes within 50 metres lead as per

direction of Engineer-in-charge :

16.0 ROAD WORK

16.15S FENCING

16.15 Supplying at site :

16.15.1 R.C.C. Standards post/ struts/rails/ pales cum .85 32891.2 27957.52

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

: 3 graded stone aggregate 12.5 mm

nominal size) with wooden plugs or 6mm

bar nibs wherever required as per

direction of Engineer-in- charge (cost of

earth works in excavation, concrete works

in foundation to be paid separately).

16.20 Welded steel wire fabric fencing with Sqm 30 66.15 1984.5

posts of specified material and of

standard design placed and embedded in

cement concrete blocks 45x45x 60 cm of

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

graded stone aggregate 40 mm nominal

size), every 15th post, last but one end

post and corner post shall be strutted on

both sides and end post on one side only

and struts embedded in cement concrete

blocks 70x45x50 cm of the same mix,

provided with welded steel wire fabric

fixed between the posts fitted and fixed

with G.I. staples on wooden plugs or tied

to 6 mm bar nibs with G.I. binding wire

(cost of posts, welded steel wire fabric,

painting, earth work in excavation and

concrete to be paid for separately).

16.49S MISCELLANEOUS

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying factory made

chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive

ways or light traffic parking etc, of

required strength, thickness & size/ shape,

made by table vibratory method using PU

mould, laid in required colour & pattern

over 50mm thick compacted bed of sand,

16.91 compacting and proper embedding/laying

of inter locking paver blocks into the sand

bedding layer through vibratory

compaction by using plate vibrator, filling

the joints with sand and cutting of paver

blocks as per required size and pattern,

finishing and sweeping extra sand.

complete all as per direction of Engineer-

16.91.1 60mm thick cement concrete paver block Sqm 35 1045.65 36597.75

29 of M-35 grade with approved colour,

design & pattern.

18.0 WATER SUPPLY

18.4S PP-R PIPES

Providing and fixing 3 layer PP-R (Poly

propylene Random copolymer) pipes

confirming to IS:15801 UV stabilized &

anti - microbial fusion welded, having

thermal stability for hot & cold water

supply, including all PP - R plain & brass

threaded polypropylene random fittings,

including trenching, refilling & testing of

joints complete as per direction of

Engineer-in-Charge. External work

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete

18.12 with G.I. fittings including trenching and

refilling etc. External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality

(screwed end) :

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

Providing and laying S&S centrifugally

18.27 cast (spun) iron pipes (Class LA)

conforming to IS - 1536 :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing C.I. sluice valves (with

cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required

will be paid separately) :

18.31.1 100 mm diameter

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Constructing masonry Chamber 60x60x75

cm inside, in brick work in cement mortar

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

valve, with C.I.surface box 100 mm top

diameter, 160 mm bottom diameter and

180 mm deep ( inside) with chained lid

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

1.5 coarse sand : 3 graded stone

18.33 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 :

modular) bricks of class designation 7.5

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and fixing C.I. double acting air

valve of approved quality with bolts, nuts,

18.59 rubber insertions etc. complete (The tail

pieces, tapers etc if required will be paid

Providing and fixing enclosed type water

meter (bulk type) conforming to IS : 2373

and tested by Municipal Board complete

with bolts, nuts, rubber insertions etc.

(The tail pieces if required will be paid

Providing and laying D.I. specials of class

18.68 K-12 suitable for push-on jointing as per IS

Providing and laying Double Flanged

18.71 (screwed / welded) Centrifugally (Spun)

Cast Iron, Class B (IS : 1536) :

Providing and laying S&S Centrifugally

18.72 Cast (Spun) / Ductile Iron Pipes

conforming to IS : 8329 :

22.0 WATER PROOFING

22.1S General

Providing and Placing in position suitable

PVC water stops conforming to IS:12200

for construction/ expansion joints between

two RCC members and fixed to the

reinforcement with binding wire before

pouring concrete etc. complete :

22.4.1 Serrated with central bulb (225 mm wide, Metre 40 327.65 13106

Item- 17 Side darin

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

2.8 on plan), 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 m.

2.27 Supplying and filling in plinth with sand cum 756 2123.75 1605555

2 under 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)

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 plinth level :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 5964 392.15 2338782.6

etc. for mass concrete

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 126 10585.9 1333823.4

level up to floor five level precast

reinforced cement concrete work in string

courses, bands, copings, bed plates,

anchor blocks, plain window sills and the

like, including the cost of 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).

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)-Platform

Item- 1 Earth Work

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

E m b a n k m e n t by clearing, grubbing, Sqm

stripping top soil (average 150 mm) and

stacking beyond foundation area,

thereafter ploughing and pulverizing 150 -

200 mm of top of soil with tractor trolley,

mixing water to achieve OMC with water

sprinkler or left for natural drying, as

required, and compaction with vibratory

roller of suitable capacity to achieve 98%

MDD for laying first layer of soil for

embankment construction.

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 a n d 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

Item- 6 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 hours at site.

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

with minimum 1.10 cum bucket capacity

Schedule A4-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 'A4 (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 level.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5.22.6 Thermo-Mechanically Treated bars of Kg 255970 107.85 27606364.5

grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of Kg 24617 107.85 2654943.45

grade Fe-500D or more.