Proposed Repairing Renovation work at Eastern India regional council ERIC, CMA Bhawan at Harish Chandra Mukherjee Road, Kolkata700025

Schedule Items NS Items

1 Rectification and providing of new plaster including

painting etc. complete 2,876,220.00

2 Plinth Protection and Surface Drain 534,227.15

3 Space for Record Room 3,347,496.60

4 Paver Block 327,450.00

5 Renovation of boundary wall 504,106.85

6 Shed for path ways for Record Rooms 1,422,795.85 390,000.00

7 Water Proofing Treatment at Terrace 616,476.41

8 Front Side Garden area Including Gates 351,779.51 97,744.00

9 Proposed renovation work of the portion occupied by SBI

A Sub Total (1+2+3+4+5+6+7+8+9) 11,847,352.66 487,744.00

B Add. Price Escalation @ 21% 2,487,944.06

C Sub Total (A+B) 14,335,296.71 487,744.00

D Total Amount Rs. 14,823,040.71

D Total Amount Rs. 14,823,040.71

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

REMOVING OF DAMAGED PORTION OF PLASTER FROM OUTER SURFACE OF OUTER WALLS OF THE ENTIRE BUILDING

SL. No. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Repairs to plaster of thickness 12 mm to 20 mm in patches

of area 2.5 sq.meters and under, including cutting the

patch in proper shape,raking out joints and preparing and

plastering the surface of the walls complete, including

disposal of rubbish to the dumping ground, all complete as

per direction of Engineer-in-Charge.

14.1.1 With cement mortor 1:4 ( 1Cement :4 Sand)

Repair to plaster of thickness 12mm to 20 mm in patches

of area 2.5 sqm and under, including cutting the patch in

proper shape, raking out joints and preparing plastering

the wall surface with white cement based polymer

modified self curing mortar, including disposal of

rubbish, all complete as per the direction of Engineer-In-

Charge.

Providing and fixing double scaffolding system (cup lock

type) on the exterior side, up to seven story height made

with 40 mm dia M.S. tube 1.5 m centre to centre,

horizontal & vertical tubes joining with cup & lock system

with M.S. tubes, M.S. tube challises, M.S. clamps and M.S.

staircase system in the scaffolding for working platform

etc. and maintaining it in a serviceable condition for the

required duration as approved and removing it there after

.The scaffolding system shall be stiffened with bracings,

3 14.72 runners, connection with the building etc wherever Sq. mt. 800.00 338.25 270,600.00

required for inspection of work at required locations with

essential safety features for the workmen etc. complete as

per directions and approval of Engineer in- charge .The

elevational area of the scaffolding shall be measured for

payment purpose .The payment will be made once

irrespective of duration of scaffolding. (Considered 50%

of Total Area).

Providing and applying white cement based putty of

4 13.80 average thickness 1 mm, of approved brand and Sq. mt. 1650.00 156.00 257,400.00

manufacturer, over the plastered wall surface to prepare

the surfaceand

Providing even and smooth

applying complete.

anti-fungal; dirt resistance exterior

grade acrylic emulsion paint of approved brand and

manufacturer and of reqd. shade on old/new wall surface

to give an even shade, over and including a priming coat of

approved brand and manufacturer after thoroughly

4 13.48A.1 booming the surface free from mortar droppings and Sq. mt. 1650.00 181.25 299,062.50

other foreign matter and also including preparing surface

even and sandpapered smooth, all labour and materials,

necessary scaffolding and directed by the department at

all levels etc. complete.

Removing white or colour wash by scrapping and sand

papering and preparing the surface smooth including

necessary repairs to scratches etc. complete.

Providing and applying two coats synthetic enamel paint

over a coat of primer on old wood base/ steel surfaces of

approved brand and manufacture to give an even shade

including cleaning the surface of all dirt, dust and other

6 13.62.1 foreign matter sand papering etc. High Gloss, including all Sq. mt. 30.00 226.25 6,787.50

labour and materials, necessary scaffolding etc. complete.

and directed by the department at all levels. Only

elevation area of the opening will be measured for

payment.

Total Rs. 2,876,220.00

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

PROVIDING AND CONSTRUCTING OF PLINTH PROTECTION AROUND THE BUILDING WITH SURFACE DRAIN

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means over areas (exceeding 30cm in depth. 1.5 m in width as

1 2.6 well as 10 sqm on plan) including disposal of excavated earth, lead up

to 50m and lift up to 1.5m, disposed earth to be levelled and neatly

dressed.

2.6.1 all kinds of soil Cu. Mt. 55.00 177.50 9,762.50

Single Brick Flat Soling :

Supplying & laying single flat soling in foundation of Posts. Sq. Mt. 110.00 850.00 93,500.00

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m. Cu. Mt. 1.00 196.00 196.00

PCC(1:4:8) in Foundation & Plinth.:

Providing , Laying , Compacting, Curing Plain cement concrete 1:4:8 (1

4 4.1.8 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 20 mm nominal size derived from natural

sources) as per drawing & direction of EIC / Consultant.

Brick work with common burnt clay F.P.S. (non modular) bricks of class

11.1.1 designation 7.5 in superstructure above plinth level up to floor V level

in all shapes and sizes in :

Cement mortar 1:4(1 cement : 4coarse sand) Sq. Mt. 16.00 1,006.95 16,111.20

18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick

cement plaster 1:3 (1 cement : 3 coarse sand) including making

necessary grooves. Sq. Mt. 181.00 399.45 72,300.45

Demolishing dry brick pitching in floors, drains etc. including stacking

7 15.24 of serviceable material and disposal of unserviceable material within

50 metres lead Cu. Mt. 5.00 1,317.65 6,588.25

1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources

8 4.1.3 : 4 graded stone aggregate 20 mm nominal

size derived from natural sources) Cu. Mt. 32.00 7,878.50 252,112.00

Dismantling old plaster or skirting raking out joints and cleaning the

9 15.56 surface for plaster including disposal of rubbish to the dumping ground

within 50 metres lead. Sq.mt. 35.00 54.65 1,912.75

Total Rs. 534,227.15

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

REPAIR, ADDITIONS, ALTERATIONS TO CREATE SPACE FOR RECORD AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

1 2.6.1 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as

directed by Engineer-in charge.

Dry brick on edge flooring in required pattern with bricks of class

2 11.2 designation 7.5 on a bed of 12 mm mud mortar, including filling joints

Jamuna sand, with common burnt clay non modular bricks. Sqm 215.00 792.05 170,290.75

PCC(1:4:8) in Foundation & Plinth.:

Providing , Laying , Compacting, Curing Plain cement concrete 1:4:8 (1

3 4.1.8 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8

graded stone aggregate 20 mm nominal size derived from natural

sources) as per drawing Cum 21.00 6,812.00 143,052.00

RC Concrete

Reinforced cement concrete work in beams, suspended floors, roofs

having slope up to 15° landings, balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral stair cases above

plinth level up to floor five level, excluding the cost of cantering,

shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5

coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal

size). Cum 12.00 8,127.80 97,533.60

Steel Reinforcement works:

Steel reinforcement for R.C.C. work including straightening, cutting,

5 5.22 bending, placing in position and binding all complete upto plinth level

for foundation of Posts, with Thermo-Mechanically Treated bars of

grade Fe-500D or more. Kg 750.00 107.85 80,887.50

Cantering & Shuttering works :

Cantering and shuttering including strutting, propping etc. and

removal of form for Lintels, beams, plinth beams, girders,

bressummers and cantilevers. Sqm 95.00 736.40 69,958.00

Structural steel work:

Steel work bolted in built up sections framed work including in

cutting, hoisting, fixing in position & priming coat of red lead paint.

(Item Shall include providing fitting, hoisting and fixing of roof trusses

including with purling bottom runner etc. fabricated out of a

combination of two or all of the following section : (i) square hollow

section (ii) rectangular hollow section and (iii) M.S. black - tubes

conforming to relevant 1 S. code 1161-1968 as per approved design

and drawing including M.S cleat base plate bolts and nuts which ever

7 10.16 required including that required for fixing the CGI sheets/ceiling etc. Kg 3,650.00 194.40 709,560.00

complete as directed as per specification. All sections shall be out of

TATA/SAIL-STRUCTURA STEEL, sections for trusses, purlins, cladding

frame work with cold finish RHS/SHS. The items will be executed

strictly as per manufacturer’s specifications.) Rate is including

applying two coats of synthetic enamel paint over a priming coat of

red lead paint etc. complete in trusses and trussed purlins and all

steel members/surfaces up to any size of span and at any level of

height etc. complete.

Brick work in Fdn.& Plinth :

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

modular) bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse Cum 16.00 7,132.00 114,112.00

Brick work above Plinth :

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

9 6.4.2 modular) bricks of class designation 7.5 in superstructure above

plinth level up to floor V level in all shapes and sizes in : Cement

mortar 1:6 (1 cement : 6 Sand) Cum 25.00 9,105.00 227,625.00

Date: 2025.09.10 17:06:21 IST

REPAIR, ADDITIONS, ALTERATIONS TO CREATE SPACE FOR RECORD AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Half Brick work above Plinth :

Providing & laying 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, in : Cement mortar 1:4 (1 cement :4 Sqm 10.00 1,123.80 11,238.00

Inside Plaster:

11 13.1.1 Providing & laying 12 mm cement plaster of mix : 1:4 (1 cement: 4

coarse sand), to the inside faces of the brick wall above Ground level

up to a level of V Sqm 375.00 347.05 130,143.75

Out side Plaster:

Providing & laying 15 mm cement plaster of mix : 1:4 (1 cement: 4

coarse sand), to the out side faces of the brick wall above Ground

level up to a level of V Sqm 375.00 399.45 149,793.75

13 9.97.1 S/Fix Aluminium Tower Bolt 300mm long : Nos 4.00 130.15 520.60

14 9.96.1 S/Fix Aluminium Sliding door Bolt 300mm long : Nos 2.00 303.25 606.50

Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete. Fixed to

openings /wooden frames with rawl plugs screws etc. For shutters of

15 9.48.1 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) Powder coated aluminium

(minimum thickness of powder coating 50 micron)

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

16 21.1.2.2 rubber / neoprene gasket required (Fittings shall be paid for

separately)

Powder coated aluminium (minimum thickness of powder

coating 50 micron) Kg 40.00 634.45 25,378.00

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / 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). With float glass panes of 5.5 mm thickness

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars

17 6.15 at every third course of half brick masonry. Sqm 375.00 104.80 39,300.00

13.80 Providing and applying white cement based putty of average

18 13.8 thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

complete. Sq. mt. 750.00 156.05 117,037.50

Providing and applying anti-fungal; dirt resistance exterior grade

acrylic emulsion paint of approved brand and manufacturer and of

reqd. shade on old/new wall surface to give an even shade, over and

including a priming coat of approved brand and manufacturer after

19 13.48A.1 thoroughly booming the surface free from mortar droppings and

other foreign matter and also including preparing surface even and

sandpapered smooth, all labour and materials, necessary scaffolding

and directed by the department at all levels etc. complete.

Date: 2025.09.10 17:06:21 IST

REPAIR, ADDITIONS, ALTERATIONS TO CREATE SPACE FOR RECORD AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Providing and applying two coats synthetic enamel paint over a coat

of primer on old wood base/ steel surfaces of approved brand and

manufacture to give an even shade including cleaning the surface of

all dirt, dust and other foreign matter sand papering etc. High Gloss

20 13.62 Asian Paint/Berger paint/ICI paint/J&N paint, including all labour and

materials, necessary scaffolding etc. complete, and directed by the

department at all levels. Only elevation area of the opening will be

measured for payment.

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion)

Along the external wall below concrete or masonry apron using

21 2.35.2 chemical emulsion @ 2.25 litres per linear metre including drilling and Metre 200.00 53.45 10,690.00

plugging holes etc.:

With Chlorpyriphos/ Lindane E.G. 20% with 1%

concentration

Dismantling roofing including ridges, hips, valleys and gutters etc.,

22 15.28.2 and stacking the material within 50 metres lead of:

Asbestos Cement sheet

Providing corrugated G.S. sheet roofing including vertical/ curved

surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm

diameter with bitumen and G.I. limpet washers or with G.I. limpet

washers filled with white lead, including a coat of approved steel

primer and two coats of approved paint on overlapping of sheets

23 12.1.1 complete (up to any pitch in horizontal/ vertical or curved surfaces), Sq. Mt. 185.00 1,457.15 269,572.75

excluding the cost of purlins,

rafters and trusses and including cutting to size and shape wherever

required.

1.00 mm thick with zinc coating not less than 275 gm/m2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all CPVC

plain & brass threaded fittings This includes jointing of pipes & fittings

24 18.9.9 with one step CPVC solvent cement, trenching, refilling & testing of

joints complete as per direction of Engineer in Charge.

External Work

100 mm nominal dia Pipes

Providing and fixing unplasticised -PVC pipe clips of approved design

to unplasticised - PVC rain water pipes by means of 50x50x50 mm

hard wood plugs, screwed with M.S. screws of required length,

including cutting brick work and fixing in cement mortar 1:4 (1

cement: 4 coarse sand) and

making good the wall etc. complete. each 20.00 371.30 7,426.00

30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in

different plain and wood finish made with fire

retardant grade unsaturated polyester resin, moulded to 3

mm thick FRP laminate all around, with suitable wooden

26 9.122.2 blocks inside at required places for fixing of fittings and

polyurethane foam (PUF)/Polystyrene foam to be used

as filler material throughout the hollow panel, casted

monolithically with testing parameters of F.R.P. laminate

conforming to table - 3 of IS: 14856, complete as per Sq. Mt. 7.00 4,488.95 31,422.65

direction of Engineer-in-charge.

Date: 2025.09.10 17:06:21 IST

REPAIR, ADDITIONS, ALTERATIONS TO CREATE SPACE FOR RECORD AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Providing & fixing in position collapsible steel shutters with vertical

channels 20mm x 10mm x 2mm & braced with flat iron diagonals

20mm x 5mm sizes with top & bottom rails of T iron 40mm x 40mm x

6mm with 38mm dia. steel pulleys complete OR Steel Sheet Shutter

with necessary frame work made of 50X50X6 angles, bolts & nuts,

locking arrangement, stoppers, handles including applying two coats

of synthetic enamel paint over a priming coat of red lead paint etc.

complete.

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5

sq.meters and under, including cutting the patch in proper shape,

raking out joints and preparing and plastering the surface of the walls

complete, including disposal of rubbish to the dumping ground, all

complete as per direction of Engineer-in-Charge

With cement mortar 1:4 (1 cement : 4 fine sand)

Providing and laying Kota stone slab flooring over 25 mm (average)

thick base laid over and jointed with grey cement slurry mixed with

pigment to match the shade of the slab, including rubbing and

polishing complete with base of cement mortar 1 : 4 (1 cement : 4

coarse sand) : 25 mm thick Including additional joint filling compound

as required and making the gap uniform by using tiles spacer (If

required) in every crosses and fill up the gap with appropriate colour

tiles grout complete at all levels as specified and to be directed by the

Engineer in Charge. Rate includes the cost of preparation of surface,

disposed of the debris away from the Head Quarter Building Campus/

premises and for disposed the debris at the place identified by the

KMC authority as per the prevailing rules of the KMC, etc. complete.

Excavating, supplying and filling of local earth/ sand (including

royalty) by mechanical transport unto a lead of 5km also including

30 2.25a ramming and watering of the earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc. complete.

DAMP-PROOF COURSE

Providing and laying damp-proof course 40mm thick with cement

31 4.1 concrete 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from

natural sources : 4 graded stone aggregate 12.5mm nominal size

derived from natural sources) Sq. mt. 12.00 410.85 4,930.20

Total Rs. 3,347,496.60

Date: 2025.09.10 17:06:21 IST

PAVEMENT AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

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, approved

quality, size, in required colour &shape of specified

thickness of pavers over a base of compacted sand

gravel/ sub - base (Depth of sand gravel/ sub - base

will vary from 150.00 mm to 250.00 mm as per site

condition) including cutting where necessary etc.

compacting and proper embedding/laying of inter

1 16.19.2 locking paver blocks into the sand bedding layer sq. mt. 300.00 1091.5 327,450.00

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-in-Charge.

80mm thick cement concrete paver block of

minimum M-20 grade with approved colour, design

& pattern.

Total Rs. 327,450.00

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

REPAIRING AND RENOVATION OF BOUNDARY WALL AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

EARTH WORKS

1 15.56 Dismantling old plaster or skirting raking out joints and

cleaning the surface for plaster including disposal of

rubbish to the dumping ground within 50 metres lead. Sqm. 130.00 54.65 7,104.50

2 15.3 Demolishing R.C.C. work manually/ by mechanical means

including stacking of steel bars and disposal of

unserviceable material within 50 metres lead as per

direction of Engineer - in- charge Cum. 5.00 3,551.25 17,756.25

3 15.5 Extra for cutting reinforcement bars manually/ by

mechanical means in R.C.C. or R.B. work (Payment shall be

made on the cross sectional area of R.C.C. or R.B. work) as

per direction of Engineer in-charge. sqm

4 15.56 Extra for scrapping, cleaning and straightening

reinforcement from R.C.C. or R.B. work Kg. 50.00 9.05 452.50

5 15.7 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-charge

In cement mortar Cum. 26.00 2,060.20 53,565.20

6 26.28 Chipping of unsound/weak concrete material from slabs,

beams, columns etc. with manual Chisel and/ or by

standard power driven percussion type or of approved

make including tapering of all edges, making square

shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes etc.

and disposal of debris for all lead and lifts all complete as

per direction of Engineer-in-Charge.

26.28.1 75mm average thickness Sqm. 25.00 378.00 9,450.00

26.28.2 50mm average thickness Sqm. 20.00 256.35 5,127.00

26.28.3 25 mm average thickness Sqm. 10.00 126.75 1,267.50

7 26.29 Cleaning of reinforcement from rust from the reinforcing

bars to give it a total rust free steel surface by using

alkaline chemical rust remover of approved make with

paint brush and removing loose particles after 24 hours of

its application with wire brush and thoroughly washing

with water and allowing it to dry, all complete as per

direction of Engineer-In-Charge

26.29.1 Bars up to 12 mm diameter RM. 100.00 8.25 825.00

26.29.2 Bars above 12 mm diameter RM. 50.00 16.45 822.50

8 6.4 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 :

6.4.1 Cement mortar 1:4(1 cement : 4coarse sand) Cum. 10.00 9,344.35 93,443.50

9 5.3 Reinforced cement concrete work in beams, suspended

floors, roofs having slope up to 15° landings, balconies,

shelves, chajjas, lintels, bands, plain window sills,

staircases and spiral stair cases above plinth level up to

floor five level, excluding the cost of cantering, shuttering,

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

coarse sand(zone-III) : 3 graded stone aggregate 20 mm

nominal size). Cum. 5.00 11,505.50 57,527.50

10 5.9.5 Centring and shuttering including strutting, propping etc.

and removal of form for Lintels, beams, plinth beams,

girders, bressummers and cantilevers. Sqm.. 50.00 736.40 36,820.00

11 5.22A 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 grade Fe-500D or

more. Kg. 100.00 107.85 10,785.00

12 26.31 Providing, mixing and applying bonding coat of approved

adhesive on chipped portion of RCC as per specifications

and direction of Engineer-In-charge complete in all

respect. Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

12 REPAIRING AND RENOVATION OF BOUNDARY WALL AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

SL. DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

26.31.1 SBR Polymer (@10% of cement weight) modified

cementitious bond coat @ 2.2 kg cement per sqm of

surface area mixed with specified proportion of approved

polymer Sqm. 260.00 141.20 36,712.00

13 26.32 Providing, mixing and applying SBR polymer (of approved

make) modified Cement mortar in proportion of 1:4 (1

cement: 4 graded coarse sand with polymer minimum 2%

by wt. of cement used) as per specifications and directions

of Engineer-in-charge. 0.00

26.32.1 12 mm average thickness Sqm. 39.00 388.65 15,157.35

26.32.2 25 mm average thickness in 2 layers Sqm. 26.00 587.35 15,271.10

26.32.3 50 mm average thickness in 3 layers. Sqm. 13.00 1,174.70 15,271.10

13.1.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse

sand) Sqm. 26.00 333.35 8,667.10

14 13.12 18 mm cement plaster in two coats under layer 12 mm

thick cement plaster 1:5 (1 cement : 5 coarse sand) and a

top layer 6 mm thick cement plaster 1:3 (1 cement : 3

coarse sand) including making necessary grooves to match

existing pattern of tiles. Sqm. 65.00 537.45 34,934.25

15 14.1.2 Repairs to plaster of thickness 12 mm to 20 mm in patches

of area

2.5 sq. Meters and under, including cutting the patch in

proper shape, raking out joints and preparing and

plastering the surface of the walls complete, including

disposal of rubbish to the dumping ground, all complete as

per direction of Engineer-in-Charge. Sqm. 52.00 560.5 29,146.00

16 13.80 Providing and applying white cement based putty of

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare

the surface even and smooth complete. Sqm. 130.00 156.05 20,286.50

17 Finishing walls with Premium Acrylic Smooth exterior paint

13.47 with Silicone additives of required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm

13.47.1 over and including priming coat of exterior primer applied

@ 0.90 litre/10 sqm) Sqm. 130.00 171.10 22,243.00

Total Rs 504,106.85

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

CONSTRUCTING OF SHEDS FOR PATH WAY LEADING TO PROPOSED RECOND ROOM

SL. QTY RATE AMOUNT

DSR 2023 ITEM DESCRIPTION UNIT

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in

width as well as 10 sqm on plan) including getting out and disposal of 22.00 177.50 3,905.00

excavated earth lead up to 50 m and lift up to 1.5 m, as directed by

Engineer-in charge. Cum

2 6.8 Single Brick Flat Soling :

Supplying & laying single flat soling in foundation of Posts. 50.00 865.65 43,282.50

3 4.1.8 PCC(1:4:8) in Foundation :

Providing , Laying , Compacting, Curing Plain cement concrete 1:4:8 (1

Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded Cum 2.50 6,812.00 17,030.00

stone aggregate 20 mm nominal size derived from natural sources) as

per drawing

4 4.1.2A RC Concrete

Providing and laying in position specified grade of reinforced cement

concrete, excluding the cost of cantering, shuttering, finishing and

reinforcement - All work up to plinth level with 1:1.5:3 (1 cement : 1.5 Cum 12.00 8,127.80 97,533.60

coarse sand (zone-Ill) derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from natural

5 5.22 Steel Reinforcement works:

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete up to plinth level

for foundation of Posts, with Thermo-Mechanically Treated bars of grade

Fe-500D or more. Kg 750.00 107.85 80,887.50

6 5.9.1 Cantering & Shuttering works :

Cantering and shuttering including strutting, propping etc. and removal

of form for Foundations, footings, bases of columns, etc. for mass

concrete . Sqm 95.00 392.15 37,254.25

7 10.2 Structural steel work riveted, bolted or 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 complete.

8 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes

etc.) trusses etc., including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer, including welding and

bolted with special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes Kg 5,280.00 194.40 1,026,432.00

9 13.62 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade :

13.62.1 Two or more coats on new work over an under coat of suitable shade

with ordinary paint of approved brand and manufacture 200.00 45,250.00

10 10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 grade (yield strength

480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA Each

6 grade sleeve, including drilling of hole in frame , concrete/ masonry,

etc. as per direction of Engineer-in-charge.

11 Providing & fixing of roof at all height with multilayer standing seam

polycarbonate panel system of 10 mm thickness including all standard

fixing accessories on top of the supporting structure, connectors

complete & as per the direction of the engineer in charge. Panels have to

be fixed on Purlin with snap on connectors with grip lock double tooth

NS Sqm 390.00 1,000.00 390,000.00

locking mechanism and will be secured on MS structure / purlins with

Fastener and double tooth polycarbonate connector for best stability. (

Rates are all inclusive of material, labour and all fixing accessories

mentioned above at all height.). Joints shall be leak proof

Total Rs. 1,812,795.85

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

WATER PROOFING TREATMENT AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

1 15.26 Demolishing brick tile covering in terracing including stacking of

serviceable material and disposal of unserviceable material within 50 Sqm.

metres lead. (Considered 30% of Total Roof Areas.). 525.00 105.35 55,308.75

2 15.56 Dismantling old plaster or skirting raking out joints and cleaning the

surface for plaster including disposal of rubbish to the dumping ground Sqm.

within 50 metres lead. 1370.00 54.65 74,870.50

3 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including

stacking material within 50 metres lead. i) For thickness of tiles Sqm.

4 15.3 Demolishing R.C.C. work manually/ by mechanical means including

stacking of steel bars and disposal of unserviceable material within 50

metres lead as per direction of Engineer - in- charge

5 15.5 Extra for cutting reinforcement bars manually/ by mechanical means in

R.C.C. or R.B. work (Payment shall be made on the cross sectional area

of R.C.C. or R.B. work) as per direction of Engineer in-charge. sqm

6 15.56 Extra for scrapping, cleaning and straightening reinforcement from

R.C.C. or R.B. work 50.00 9.05 452.50

7 15.7 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-charge

In cement mortar Cum. 5.00 2060.2 10,301.00

8 26.28 Chipping of unsound/weak concrete material from slabs, beams,

columns etc. with manual Chisel and/ or by standard power driven

percussion type or of approved make including tapering of all edges,

making square shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes etc. and disposal

of debris for all lead and lifts all complete as per direction of Engineer-in-

Charge. 0.00

26.28.1 75mm average thickness Sqm. 106.00 378.00 40,068.00

26.28.2 50mm average thickness Sqm. 64.00 256.35 16,406.40

26.28.3 25 mm average thickness Sqm. 43.00 126.75 5,450.25

9 26.29 Cleaning of reinforcement from rust from the reinforcing bars to give it a

total rust free steel surface by using alkaline chemical rust remover of

approved make with paint brush and removing loose particles after 24

hours of its application with wire brush and thoroughly washing with

water and allowing it to dry, all complete as per direction of Engineer-In-

Charge

26.29.1 Bars up to 12 mm diameter RM. 50.00 8.25 412.50

26.29.2 Bars above 12 mm diameter RM. 75.00 16.45 1,233.75

10 6.4 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 :

6.4.1 Cement mortar 1:4(1 cement : 4coarse sand) Cum. 5.00 9344.35 46,721.75

11 5.3 Reinforced cement concrete work in beams, suspended floors, roofs

having slope up to 15° landings, balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of cantering, shuttering, Cum.

finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse

sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

12 5.9.5 Centering and shuttering including strutting, propping etc. and removal

of form for Lintels, beams, plinth beams, girders, bressummers and Sqm..

cantilevers. 20.00 736.4 14,728.00

13 Drilling suitable holes in reinforced or plain cement concrete with power

driven drill machine to a minimum depth of 100mm up to 200mm in RCC

beams, lintels, columns and slabs to introduce steel bars for

26.3 sunshades/balconies including fixing the steel bars in position using

epoxy resin anchor grout of approved make but excluding the cost of

reinforcement, all complete as per direction of Engineer-In-Charge.

26.30.1 Up to and including 12mm dia. Nos. 10.00 141.2 1,412.00

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

WATER PROOFING TREATMENT AT EIRC BUILDING, HARISH MUKHERJEE ROAD, KOLKATA

DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

14 Steel reinforcement for R.C.C. work including straightening, cutting,

5.22A bending, placing in position and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

15 Providing, mixing and applying bonding coat of approved adhesive on

26.31 chipped portion of RCC as per specifications and direction of Engineer-In-

charge complete in all respect.

SBR Polymer (@10% of cement weight) modified cementitious bond

26.31.1 coat @ 2.2 kg cement per sqm of surface area mixed with specified Sqm.

proportion of approved polymer

16 26.32 Providing, mixing and applying SBR polymer (of approved make)

modified Cement mortar in proportion of 1:4 (1 cement: 4 graded

coarse sand with polymer minimum 2% by wt. of cement used) as per

specifications and directions of Engineer-in-charge. 0.00

26.32.1 12 mm average thickness Sqm. 106.00 388.61 41,192.66

26.32.2 25 mm average thickness in 2 layers Sqm. 64.00 587.35 37,590.40

26.32.3 50 mm average thickness in 3 layers. Sqm. 43.00 1174.7 50,512.10

17 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm. 106.00 343.65 36,426.90

18 13.5.2 15 mm cement plaster on rough side of single or half brick wall of

mix 1:6 (1 cement: 6 coarse sand) 20.00 395.35 7,907.00

Total Rs. 616,476.41

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

FRONT SIDE OF THE EIRC BUILDING INCLUDING RENOVATION OF GARDEN AREA AND GATES

SL. No. DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

1 2.6.1 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in charge. Cum 6.00 177.50 1,065.00

Dry brick on edge flooring in required pattern with bricks of class

designation 7.5 on a bed of 12 mm mud mortar, including filling joints Sqm 6.00 792.05 4,752.30

PCC(1:4:8) in Foundation & Plinth.:

Providing , Laying , Compacting, Curing Plain cement concrete 1:4:8 (1

3 4.1.8 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8

graded stone aggregate 20 mm nominal size derived from natural

sources) as per drawing Cum 0.50 6,812.00 3,406.00

RC Concrete

Reinforced cement concrete work in beams, suspended floors, roofs

having slope up to 15° landings, balconies, shelves, chajjas, lintels,

4 4.1.2A bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of centering, shuttering,

finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse

sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Steel Reinforcement works:

Steel reinforcement for R.C.C. work including straightening, cutting,

5 5.22 bending, placing in position and binding all complete upto plinth level

for foundation of Posts, with Thermo-Mechanically Treated bars of

grade Fe-500D or more.

Cantering & Shuttering works :

Centering and shuttering including strutting, propping etc. and

removal of form for Lintels, beams, plinth beams, girders, bressumers

and cantilevers. Sqm 25.00 734.40 18,360.00

Demolishing brick work manually/ by mechanical means including

stacking of serviceable material and disposal of unserviceable

7 material within 50 metres lead as per direction of Engineer-in-charge

15.7.4 In cement mortar Cum. 2.00 2,060.20 4,120.40

Brick work in Fdn.& Plinth :

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

modular) bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse) Cum 2.00 7,132.00 14,264.00

Inside Plaster:

Providing & laying 12 mm cement plaster of mix : 1:4 (1 cement: 4

coarse sand), to the inside faces of the brick wall above Ground level

up to a level of V Sqm 6.00 347.05 2,082.30

Out side Plaster:

Providing & laying 15 mm cement plaster of mix : 1:4 (1 cement: 4

coarse sand), to the out side faces of the brick wall above Ground

level up to a level of V Sqm 6.00 399.45 2,396.70

Providing and applying white cement based putty of

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare

the surface even and smooth complete.

Providing and applying anti-fungal; dirt resistance exterior grade

acrylic emulsion paint of approved brand and manufacturer and of

reqd. shade on old/new wall surface to give an even shade, over and

including a priming coat of approved brand and manufacturer after

12 13.2.1 thoroughly booming the surface free from mortar droppings and

other foreign matter and also including preparing surface even and

sandpapered smooth, all labour and materials, necessary scaffolding

and directed by the department at all levels etc. complete.

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

FRONT SIDE OF THE EIRC BUILDING INCLUDING RENOVATION OF GARDEN AREA AND GATES

SL. No. DSR 2023 ITEM DESCRIPTION UNIT QTY RATE AMOUNT

Surface dressing of the ground including removing vegetation and in-

equalities not exceeding 15 cm deep and disposal of rubbish, lead up

to 50 m and lift up to 1.5 m.

All Kind of soil Sqm 200.00 34.15 6,830.00

Dismantling steel work in built up sections in angles, tees, flats and

14 15.18 channels including all gusset plates, bolts, nuts, cutting rivets, welding

etc. including dismembering and stacking within 50 metres lead. kg 350.00 5.65 1,977.50

Providing and fixing stainless steel ( Grade 304) railing made of Hollow

tubes, channels, plates etc., including welding, grinding, buffing,

polishing and making curvature (wherever required) and fitting the

same with necessary stainless steel nuts and bolts complete, i/c fixing

the Gate with necessary accessories & stainless steel dash fasteners ,

15 10.28 stainless steel bolts etc., of required size, on the top of the floor or the

side of waist slab with suitable arrangement as per approval of

Engineer-in charge, (for payment purpose only weight of stainless

steel members shall be considered excluding fixing accessories such as

nuts, bolts, fasteners etc.).

Providing and fixing of 3mm thick wooden pattern Laminam Exterior

16 NS Cladding as per approved design complete with all respect as per

approval of Engineer-in charge. Sq.m 10.00 5,500.00 55,000.00

Supply, Installation, Testing & Commissioning of Nylon Support

17 NS wheels with frame & fittings and fixed with exsiting wall as per

approval of Engineer-in charge. pcs 7.00 1,200.00 8,400.00

Heavy Duty Wheels 50 mm Dia with Bearing to be fix with bottom

18 NS pcs 9.00 450.00 4,050.00

frame as per approval of Engineer-in charge.

Supply, Installation, Testing & Commissioning of Rail Line for the

19 NS sliding gate with Epoxy painting 40x75x40x6 mm U Channel with

approx 25 mm Rail as per approval of Engineer-in charge. Mtr. 13.77 2,200.00 30,294.00

Total Rs 449,523.51

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

RENOVATION OF THE PORTION PREVIOUSLY OCCUPIED BY SBI

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A FALSE CEILING

1 26 Providing and fixing of external wall system on Light

gauge steel frame work with outer face cement

boards as per standard sizes fixed with self- drilling /

taping screws / fasteners @ 60 cm c/c of approved

make. A groove of 2 mm to 3 mm shall be maintained

and grooves shall be sealed with silicon based sealant.

The board shall be fixed in a staggered pattern.

Screws shall be of counter sunk rib head of 1.60 mm

to 4 mm thick or 8 to 10 gauge of length varying from

25 to 45 mm and. Internal face 12.5 mm thick gypsum

plaster board fixed on cement board as per standard

sizes fixed with self- drilling / taping screws / fasteners

@ 60cm c/c of approved make, proper taping and

jointing to be done using fiber mesh tape and epoxy

and acrylic based jointing compound for seamless

finish.(cost of frame work to be paid for separately)

26.42.1 Outer face- Outer face having 6 mm thick fiber

cement board Type A, Category-IV as per

IS:14862:2000 fixed on 9 mm thick fiber cement

board, Type A, Category-IV as per IS:14862:2000 (high

pressure steam cured) Inner Face- 12.5 mm thick

gypsum plaster board conforming to IS 2095:2011

fixed on 8 mm thick fibre cement board of Type B,

Category-III as per IS:14862:2000 (High pressure

steam cured) 120.00 SQM 3580.65 429678.00

2 Providing and fixing tiled false ceiling of specified

materials of size 595x595 mm in true horizontal level,

suspended on inter locking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120 grams/

sqm, both side inclusive) consisting of main "T" runner

with suitably spaced joints to get required length and

of size 24x38mm made from 0.30 mm thick

(minimum) sheet, spaced at 1200mm center to center

and cross "T" of size 24x25 mm made of 0.30mm thick

(minimum) sheet, 1200 mm long spaced between

mint" at 600 mm center to center to form a grid of

1200x600 mm and secondary cross "T" of length 600

mm and size 24x25 mm made of 0.30 mm thick

(minimum) sheet to be interlocked at middle of the

1200x600 mm panel to form grids of 600x600 mm and

wall angle of size 24x24x0.3 mm and laying false

ceiling tiles of approved texture in the grid including,

required cutting/ making, opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors

etc. Main "T" runners to be suspended from ceiling

using GI slotted cleats of size 27 x 37 x 25 x1.6 mm

fixed to ceiling with 12.5 mm dia and 50 mm long dash

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

RENOVATION OF THE PORTION PREVIOUSLY OCCUPIED BY SBI

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

No. 26 GI Metal Ceiling Lay in plain Tegular edge Global white

colour tiles of size 595x595 mm, and 0.5 mm thick

with 8 mm drop; made of G I sheet having galvanizing

of 100 gms/sqm (both sides inclusive) and electro

statically polyester powder coated of thickness 60

microns

(minimum), including factory painted after bending.

B Finishing

3 13.1.2 12mm cement plaster in single coat on fair side of

single or half brick wall for exterior plastering up to

floor two level including internal rounded angles

chamfers, and/or rounded angles not exceeding

80mm in girth and finished even and smooth no extra

for mixing any additive. 1:6 (1 cement: 6 coarse sand)

4 13.2.2 15 mm cement plaster on the rough side of single or

half brick wall of mix : 1:6 (1 cement: 6 coarse sand)

5 13.16 6 mm cement plaster on celling (a) 1:3(1 cement:3

fine sand) 201.46 SQM 300.45 60527.15

6 13.45.1 Finishing walls with textured exterior paint of

required shade: New work (Two or more coats applied

@ 3.28 litre/10 sqm) over and including priming coat

of exterior primer applied @ 2.20kg/10 sqm

7 13.45.1 Finishing walls with 100% Premium acrylic emulsion

paint having VOC less than 50 gm/litre and UV

resistance as per IS 15489:2004, Alkali & fungal

resistance, dirt resistance exterior paint of required

shade (Company Depot Tinted) with silicon additives.

13.47.1 New work (Two or more coats applied @ 1.43 litre/ 10

sqm. Over and including priming coat of exterior

primer applied @ 0.90 litre/10 sqm. 37.07 SQM 171.10 6342.63

C 13.47.1 Applying priming coat:

8 13.50.3 With ready mixed red oxide zinc chromate primer of

approved brand and manufacture on steel galvanised

iron/steel works. 10.00 SQM 67.40 674.00

9 13.82.2 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.

13.82.2 Two coats 1110.78 SQM 137.45 152677.33

10 Painting with synthetic enamel paint of approved

brand and manufacture of required colour to give an

even shade :

Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand

and manufacture 90.60 SQM 226.25 20498.02

11 13.80 Providing and applying white cement based putty of

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete.

L ALUMINIUM WORK

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

RENOVATION OF THE PORTION PREVIOUSLY OCCUPIED BY SBI

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

12 21.1.1.1 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

makeconforming to IS: 733 and IS: 1285, fixing with

dash fasteners ofrequired 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) :

For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to

required shade according to IS: 1868, Minimum

anodic coating of grade AC 15) 97.10 KG 495.05 48071.34

21.1.2 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 dyed to

required shade according to IS: 1868, Minimum

anodic coating of grade AC 15) 226.58 KG 598.60 135628.39

13 21.3.3 Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc. with

EPDM rubber / 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):

21.3.3 With float glass panes of 8 mm thickness (weight not

less than 20 kg/sqm)

21.3.3 Designing, fabricating, testing, installing and fixing in

position Curtain Wall with Aluminium Composite

Panel Cladding, with open grooves for linear as well as

curvilinear portions of the building , for all heights and

all levels etc. including:

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

RENOVATION OF THE PORTION PREVIOUSLY OCCUPIED BY SBI

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

No. ACP CLADDING

14 The fastening brackets of Aluminium alloy 6005 T5 /

MS with Hot Dip Galvanised with serrations and

serrated washers to arrest the wind load movement,

fasteners, SS 316 Pins and anchor bolts of approved

make in SS 316, Nylon separators to prevent bi-

metallic contacts all complete required to perform as

per specification and drawing The item includes cost

of all material & labour component, the cost of all

mock ups at site, cost of all samples of the individual

25.2 components for testing in an approved laboratory,

field tests on the assembled working curtain wall with

aluminium composite panel cladding, cleaning and

protection of the curtain wall with aluminium

composite panel cladding till the handing over of the

building for occupation. Base frame work for ACP

cladding is payable under the relevant aluminium

items The Contractor shall provide curtain wall with

aluminium composite panel cladding, having all the

performance characteristics all complete , as per the 15.00 SQM 3510.00 52650.00

Architectural drawings, as per item description, as

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

RENOVATION OF THE PORTION PREVIOUSLY OCCUPIED BY SBI

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

No. PLUMBING AND SANITARY WORKS

SANITARY INSTALLATION

Providing and fixing water closet squatting pan (Indian

type W.C. pan ) with 100 mm sand cast Iron P or S

trap, 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:

White Vitreous China Orissa pattern W.C. pan of size

580x440 mm with integral type foot rests 2.00 Each 6767.40 13534.80

Providing and fixing wash basin with C.I. brackets, 15

mm C.P. brass pillar taps, 32 mm C.P. brass waste of

16 17.4.4 standard pattern, including painting of fittings and

brackets, cutting and making good the walls wherever

require :

White Vitreous China Flat back wash basin size

17 17.4.4 550x400 mm with single 15 mm C.P. brass pillar tap

Providing and fixing 600x450 mm bevelled edge

mirror of superior glass (of approved quality)

18 17.31 complete with 6 mm thick hard board ground fixed to

wooden cleats with C.P. brass screws and washers

complete. 2.00 Each 1607.95 3215.90

Providing and fixing P.V.C. waste pipe for sink or wash

19 17.28.2.1 basin including P.V.C. waste fittings complete.

Flexible pipe

17.28.2.1 32 mm dia 2.00 Each 119.55 239.10

WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass

threaded fittings, i/c fixing the pipe with clamps at

1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and the

cost of cutting chases and making good the same

including testing of joints complete as per direction of

Engineer in Charge.

Concealed work, including cutting chases and making

good the walls etc.

18.8.1 15mm nominal bore 12.89 Mtr. 497.80 6416.64

18.8.2 20mm nominal bore 7.95 Mtr. 537.60 4273.87

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including 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

18.7.5 40mm nominal bore 15.00 Mtr. 702.95 10544.25

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST

RENOVATION OF THE PORTION PREVIOUSLY OCCUPIED BY SBI

SL. ITEM DESCRIPTION UNIT QTY RATE AMOUNT

No. Providing and fixing brass/bronze lever operated ball

valve of full flow with stainless steel ball (AISI 304 and

22 18.18 spindle AISI 410) with setting and gland of superior

quality having minimum working pressure of 16

18.18.2 15 mm nominal bore 2.00 Each 927.00 1854.00

Providing and fixing ball valve (brass) of approved

23 18.18 quality, High or low pressure, with plastic floats

complete

18.18.2 20mm dia. 2.00 Each 462.50 925.00

Total Rs. 1866800.29

Digitally signed by SUPARNA

Date: 2025.09.10 17:06:21 IST