Construction of Canara Bank Circle Office at 229, Murma, Nagri Anchal, Thana - Jagarnathpur, Ranchi, Jharkhand

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

SH-2.0 EARTH WORK

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm on plan) including

getting out and disposal of excavated earth lead upto 50

m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.26 Extra for every additional lift of 1.5 m or part thereof in

excavation / banking excavated or stacked materials.

3 2.27 Supplying and filling in plinth with sand under floors, Cum 317.00 2,123.75 6,73,228.75

including watering, ramming, consolidating and dressing

2.3 Banking excavated earth by mechanical / manual means

in layers not exceeding 20 cm in

2.34 Supplying chemical emulsion in sealed containers

including delivery as specified.

5 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Lit 79.25 234.75 18,603.94

2.35 Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL anti-termite treatment (excluding the

cost of chemical emulsion) :

2.35.3 Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart including

drilling 12 mm diameter holes and plugging with cement

mortar 1 :2 (1 cement : 2 Coarse sand) to match the

existing floor:

6 2.35.3.1 With Chlorpyriphos E.C. 20% with 1% Sqm 1,585.00 310.05 4,91,429.25

Total Carried over to summary 17,76,614.36 -

4.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

7 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from Cum 137.52 7,178.75 9,87,224.57

natural sources : 6 graded stone aggregate 40 mm

nominal size derived from natural sources)

8 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from Cum 206.28 6,812.00 14,05,183.45

natural sources : 8 graded stone aggregate 40 mm

nominal size derived from natural sources)

9 4.1.10 1:5:10 (1 Cement : 4 coarse sand (zone-III) derived from Cum 20.00 6,518.60 1,30,372.00

natural sources : 8 graded stone aggregate 40 mm

nominal size derived from natural sources)

4.5 Providing and fixing up to floor five level precast cement

concrete string or lacing courses, copings, bed plates,

anchor blocks, plain window sills, shelves, louvers, steps,

stair cases, etc., including hoisting and setting in position

with cement mortar 1:3 (1 Cement : 3 coarse sand), cost

10 4.5.1 of required Centering complete. Cum 20.00 10,105.10 2,02,102.00

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived

from natural sources : 3 graded stone aggregate 20mm

nominal size derived from natural sources)

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

11 4.17 Making plinth protection 50mm thick of cement concrete Sqm 212.00 749.30 1,58,851.60

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 20 mm

nominal size derived from natural sources) over 75mm

thick bed of dry brick ballast 40 mm nominal size, well

rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing &

finishing the top smooth.

Total Carried over to summary 28,83,733.62 -

REINFORCED CEMENT CONCRETE WORK

Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103

to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength;

including pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of

Note: Extra cement up to 10% of the minimum specified

cement content in design mix shall be payable separately.

In case the cement content in design mix is more than

110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix

5.33.1 All works upto plinth level

12 5.33.1.2 Concrete of M30 grade with minimum cement content of Cum 1,048.18 9655.7 1,01,20,934.12

5.33.2 All works above plinth level upto floor V level

13 5.33.2.2 Concrete of M30 grade with minimum cement content of Cum 2,716.53 10011.35 2,71,96,132.62

5.9 Centering and shuttering including strutting, propping etc. -

and removal of form for

14 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 657.72 392.15 2,57,924.90

15 5.9.2 Walls (any thickness) including attached pilasters, Sqm 1,008.05 842.5 8,49,285.66

butteresses, plinth and string courses etc.

16 5.9.5 Lintels, beams, plinth beams, girders, bressumers and Sqm 6,185.40 736.4 45,54,928.56

17 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 2,852.13 961.3 27,41,750.65

18 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 300.00 764.95 2,29,485.00

19 5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as Sqm 250.00 392.15 98,037.50

in cornices, window sills, string

20 5.9.19 Weather shed, chajjas, corbels etc., including edges Sqm 61.85 951.1 58,822.50

21 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 8,070.00 1028.4 82,99,188.00

5.11 Extra for additional height in centering, shuttering where

ever required with adequate bracing, propping etc.,

including 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).

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

22 5.11.1 Suspended floors, roofs, landings, beams and balconies Sqm 1,210.50 384.30 4,65,195.15

(Plan area to be measured)

5.22 Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all

complete upto plinth

23 5.22.6 Thermo-Mechanically Treated bars. Kg 1,36,279.59 107.85 1,46,97,754.02

5.22A Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete above plinth level.

24 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 4,08,399.30 107.85 4,40,45,864.51

5.44 Providing and fixing of expansion joint system related with

floor location as per drawings and direction of Engineer-In-

Charge. The joints system will be of extruded aluminum

base members, self aligning / self centering arrangement

and support plates etc. as per ASTM B221-02. The system

shall be such that it provides floor to floor /floor to wall

expansion control system for various vertical localtion in

load application areas that accommodates multi directional

seismic movement without stress to it’s components.

System shall consist of metal profiles with an universal

aluminum base member designed to accommodate

various project conditions and finish floor treatments. The

cover plate shall be designed of width and thickness

required to satisfy projects movement and loading

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions.

The Self - centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of movement

and flexure in all directions including vertical

displacement. Provision of Moisture Barrier Membrane in

the Joint System to have watertight joint is mandatory

25 5.44.3 requirement

floor Joint of all

the manufactures design and as Rmt 29.00 9,903.65 2,87,205.85

5.45 Providing and fixing of expansion joint system related with

wall joint (internal/external) location as per drawings and

direction of Engineer-In- Charge. The joints shall be of

extruded aluminum base members, self aligning /

centering arrangement and support plates as per ASTM

B221- 02. The material shall be such that it provides an

Expansion Joints System suitable for vertical wall to wall/

wall to corner application, both new and existing

construction in office Buildings & complexes with no

slipping down tendency amongst the components of the

Joint System. The Joint System shall utilize light weight

aluminum profiles exhibiting minimal exposed aluminum

surfaces mechanically snap locking the multicellular to

facilitate movement. (Material shall conform to ASTM

Wall Joint of 200 mm gap Rmt 36.00 6,889.05 2,48,005.80

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

5.46 Providing and fixing of expansion joint system of approved

make and manufactures for various roof locations as per

approved drawings and direction of Engineer-in-charge.

the joints shall be of extruded aluminum base members

with, self aligning and self centering arragement support

plates as per AStm B221-02. the system shall be such

that it provides watertight roof to roof/roof to corner joint

cover expansion control system that is capable of

accommodating multidirectional seismic movement

without stress to its components. System shall consist of

metal profile that incorporates an universal aluminum

base member designed to accommodate various project

conditions and roof treatments. the cover plate shall be

designed of width and thickness required to satisfy

movement and loading requirements and secured to base

members by utilizing manufacturer’s pre-engineered self-

centering arrangement that freely rotates / moves in all

directions. the Self centering arrangement shall exhibit

circular sphere ends that lock and slide inside the

corresponding aluminum extrusion cavity to allow freedom

of movement and flexure in all directions including vertical

the Joint System shall resists damage or deterioration

from the impact of falling ice, exposure of moisture

Barrier membrane in the Joint System to have water tight

joint is mandatoryto UV, airborne contaminants and

occasional foot traffic from maintenance personnel.

Provision requirement. (material shall conform to AStm

roof Joint of 150 mm gap Rmt 28.50 6,699.85 1,90,945.73

Total Carried over to summary 11,43,41,460.56 -

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

bricks of class designation 7.5 in foundation and plinth in:

28 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 50.00 7,132.25 3,56,612.50

29 6.47 Providing and laying Autoclaved Aerated concrete(AAC) Cum 10.00 8,333.65 83,336.50

blocks masonry with 150mm to 300 mm thick with Grade-

1 AAC blocks of density 551 to 650 kg/cum conforming to

IS:2185 (Part 3) in super structure above plinth level up

to floor V level with RCC band at sill level and lintel level

with approved block laying polymer modified adhesive

mortar all complete as per direction of Engineer-in-

Charge. (The payment of RCC band and reinforcement

shall be made for seperately).

30 6.38 Providing and laying Autoclaved Aerated concrete(AAC) Cum 10.00 10,195.45 1,01,954.50

blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC

blocks of density 551 to 650 kg/cum conforming to

IS:2185 (Part 3) in super structure above plinth level up

to floor V level in cement mortar 1:4 (1 cement : 4 coarse

sand). The rate includes providing and placing in position

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

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

6.34 Brick work with non modular fly ash bricks conforming to

IS:12894, class designation 10 average compressive

strength in super structure above plinth level up to floor V

31 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 1,726.21 8,752.55 1,51,08,700.30

6.45 Half brick masonry with non modular fly ash bricks of

class designation 10, conformingio IS :12894, in super

structure above plinth and upto floor V level.

32 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 1,339.26 1,105.80 14,80,953.71

33 6.5 Extra for brick work / AAC block masonry / Tile brick Cum 214.65 169.45 36,371.63

masonry in superstructure above floor V level, for each

four floors or part thereof by mechanical means.

34 6.14 Extra for half brick masonry in superstructure, above floor Sqm 285.00 15.00 4,275.00

V level for every four floors or part thereof by mechanical

35 6.15 Extra for providing and placing in position 2 Nos 6mm dia. Sqm 1,339.26 104.80 1,40,354.45

M.S. bars at every third course of half brick masonry.

Total Carried over to summary 1,73,12,558.58 -

8.2 Providing and fixing 18 mm thick gang saw cut, mirror

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanitycounters, window sills, facias and

similar locations of required size,approved shade, colour

and texture laid over 20 mm thick base cementmortar 1:4

(1 cement : 4 coarse sand), joints treated with white

cement,mixed with matching pigment, epoxy touch ups,

including rubbing, curing,moulding and polishing to edges

to give high gloss finish etc. completeat all levels.

8.2.2 Granite stone slab colour black, Cherry/Ruby red

36 8.2.2.1 Area of slab up to 0.50 sqm Sqm 5,413.50 -

8.3 Providing edge moulding to 18 mm thick marble stone

counters, Vanities etc., including machine polishing to

edge to give high gloss finish etc. complete as per design

approved by Engineerin- Charge.

39 8.4 Extra for fixing marble /granite stone, over and above Rmt 58.19 568.55 33,083.92

corresponding basic item, in facia and drops of width upto

150 mm with epoxy resin based adhesive, including

cleaning etc. complete.

40 8.5 Extra for providing opening of required size & shape for Nos 28.00 978.70 27,403.60

wash basins / kitchens sink in kitchen platform, vanity

counters and similar location in marble / Granite /stone

work including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of cut edges

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

41 8.11.1 Providing and fixing machine cut, mirror/ eggshell Sqm 989.54 10,414.80 1,03,05,866.40

polished , Marble stone work for wall lining (veneer work)

including dado, skirting, risers of steps etc., in required

design and pattern wherever required, stones of different

finished surface texture, on 12 mm (average) thick

cement mortar 1:3 (1 cement : 3 coarse sand) laid and

jointed with white cement slurry @ 3.3 kg/sqm including

pointing with white cement slurry admixed with pigment

of matching shade, including rubbing, curing, polishing

etc. all complete as per Architectural drawings, and as

directed by the Engineer-in-Charge. 18 mm thick Italian

Marble stone slab,Perlato, Rosso verona, Fire Red or Dark

8.27 Providing and fixing specified wood frame work consisting

of battens 50x25mm fixed with rawl plug and drilling

necessary holes for rawl plug etc. including priming coat

42 8.27.1 Kiln seasoned and chemically treated hollock wood Cum 8.67 1,87,277.65 16,22,994.93

8.28 Providing and fixing plywood 4 mm thick, one side

decorative veneer conforming to IS: 1328 (type-1), for

plain lining / cladding with necessary screws, including

priming coat on unexposed surface with :

43 8.28.1 Decorative veneer facings of approved manufacture Sqm 2,328.02 1,946.25 45,30,908.93

8.32 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:

(a) Structural analysis & design and preparation of shop

drawings for pressure equalisation or rain screen principle

as required, proper drainage of water to make it

watertight including checking of all the structural and

functional design.

(b) Providing, fabricating and supplying and fixing panels of

aluminium composite panel cladding in pan shape in

metalic colour of approved shades made out of 4mm thick

aluminium composite panel material consisting of 3mm

thick FR grade mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The aluminium

composite panel cladding sheet shall be coil coated, with

Kynar 500 based PVDF / Lumiflon based fluoropolymer

resin coating of approved colour and shade on face # 1

and polymer (Service) coating on face # 2 as specified

using stainless steel screws, nuts, bolts, washers, cleats,

weather silicone sealant, backer rods etc.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

44 (c) The fastening brackets of Aluminium alloy 6005 T5 / MS Sqm 1,108.80 5,015.05 55,60,687.44

with Hot Dip Galvanised with serrations and serrated

washers to arrest the wind load movement, fasteners, SS

316 Pins and anchor bolts of approved make in SS 316,

Nylon separators to prevent bi-metallic contacts all

complete required to perform as per specification and

drawing The item includes cost of all material & labour

component, the cost of all mock ups at site, cost of all

samples of the individual components for testing in an

approved laboratory, field tests on the assembled working

curtain wall with aluminium composite panel cladding,

cleaning and protection of the curtain wall with aluminium

composite panel cladding till the handing over of the

building for occupation. Base frame work for ACP cladding

is payable under the relevant aluminium item.s The

Contractor shall provide curtain wall with aluminium

composite panel cladding, having all the performance

characteristics all complete , as per the Architectural

drawings, as per item description, as specified, as per the

approved shop drawings and as directed by the Engineer-

in-Charge. However, for the purpose of payment, only the

actual area on the external face of the curtain wall with

Aluminum Composite Panel Cladding (including width of

45 MR1 groove) shall

Providing and be measured

fixing 16mm in sqm.

thick up to two

grooved WPCdecimal

acoustic panels of size 192mm x2440mm made with high

density fiber WPC board having density > 600 Kg/cubic

meter,Moisture, Termite & Borer Proof as substrate with

pre-laminated face in approved shade and balancing layer

on the reverse side. The boards shall have a special

perforation pattern where the visible surface fluted

perforation of 03mm width & 13mm of visible panel /

3mm width &23mm visible panel) each. The edges of the

panels shall be "Tongue-and-grooved" to receive special

clips for installation. The back of the perforated panel shall

have fiber glass tissue or acoustic fleece. The Panels shall

be mounted on special aluminium spine using clips

provided by approved brand by Architect/Engineer-in-

Total Carried over to summary 2,23,22,056.69 - 9,71,979.22

WOOD & PVC WORK

9.1 Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought framed and

fixed in position with hold fast lugs or with dash fasteners

of required dia & length ( hold fast lugs or dash fastener

shall be paid for separately).

46 9.1.1 Second class teak wood Cum 2.34 142949.70 3,34,032.71

9.2 Providing and fixing ISI marked flush door shutters -

conforming to IS : 2202 (Part I) decorative type, core of

block board construction with frame of 1st class hard

wood and well matched teak 3 ply veneering with vertical

grains or cross bands and face veneers on both faces of

35 mm thick including ISI marked Stainless Steel butt

hinges with necessary screws

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

9.40.1 Providing and fixing wooden moulded beading to door and -

window frames with iron screws, plugs and priming coat

on unexposed surface etc. complete.

9.96 Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :

9.97 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 :

9.1 Providing and fixing aluminium handles, 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 :

9.101 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.

52 9.101.1 Single rubber stopper Each 100.00 39.6 3,960.00

9.105 Providing and fixing partition upto ceiling height consisting

of G.I. frame and required board, including providing and

fixing of frame work made of special section power

pressed/ roll form G.I. sheet with zinc coating of 120

gms/sqm(both side inclusive), consisting of floor and

ceiling channel 50mm wide having equal flanges of 32 mm

and 0.50 mm thick, fixed to the floor and ceiling at the

spacing of 610 mm centre to centre with dash fastener of

12.5 mm dia meter 50 mm length or suitable anchor

fastener or metal screws with nylon plugs and the studs

48 mm wide having one flange of 34 mm and other flange

36 mm and 0.50 mm thick fixed vertically within flanges

of floor and ceiling channel and placed at a spacing of 610

mm centre to centre by 6 mm dia bolts and nuts,

including fixing of studs along both ends of partition fixed

flush to wall with suitable anchor fastener or metal screws

with nylon plugs at spacing of 450 mm centre to centre,

and fixing of boards to both side of frame work by 25 mm

long dry wall screws on studs, floor and ceiling channels at

the spacing of 300 mm centre to centre. The boards are to

be fixed to the frame work with joints staggered to avoid

through cracks, M.S. fixing channel of 99 mm width (0.9

mm thick having two flanges of 9.5 mm each) to be

53 9.105.1 provided at thethickness

75 mm overall horizontalpartition

double skin fire rated Glass Reinforced Gypsum (GRG)

plaster board conforming to IS: 2095: part 3 (Board with

BIS certification marks)

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

54 M.R 12 mm Toughened glass partition:- Providing, making and Sqm 22.80 8,263.00 1,88,396.40

fixing in position Fixed 12mm toughened glass as per

design to achive available level for Partitions. The glass

is to be fixed on or above the Gypsum partition . The work

includes cost of all materials, approved hardware, making

necessary template before toughening of glass and fixing

the same as per site conditions to a neat finished work as

per drawings and directions etc., complete

9.147A Providing and fixing factory made uPVC glazed/wire mesh

windows/doors comprising of lead free uPVC multi-

chambered frame, sash and mullion/coupler (where ever

required) extruded profiles having minimum wall thickness

of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for

Series R3 and R4 profiles conforming to EN: 12608 in any

shape, colour and design duly reinforced with galvanized

mild steel section made of required shape & size as per

CPWD Specification, uPVC extruded glazing beads,

interlocks and Inline sash adaptor (where ever required)

of appropriate dimension, EPDM gasket, hardware, SS 304

grade fasteners of minimum 8 mm dia with countersunk

head, comprising of matching polyamide PA6 grade sleeve

for fixing frame to finished wall as per IS 1367 : Part 1 to

14, plastic packers, plastic caps and necessary stainless

steel screws etc. Profile of frame, sash & mullion (if

required) shall be mitred cut and fusion

welded/mechanically jointed duly sealed at all corners,

including drilling of holes for fixing hardware and drainage

of water etc. After fixing frame the gap between frame

and adjacent finished wall shall be filled with weather

proof silicon sealant over backer rod of approved size and

quality, all complete as per approved drawing conforming

9.147.A1 Two trackspecification & direction

two panels sliding of Engineer-in-Charge.

window with Aluminium

channel for roller track, wool pile, nylon rollers with SS

55 9.147.A1.3 Using R4 series with frame (64mm & above) x (45mm & Sqm 473.40 9,628.60 45,58,179.24

above) & sash (44mm & above) x (55mm & above) with

zinc alloy (zamak) powder coated handle on every panel

along with multi-point locking system (Height above

56 9.147.C2.1 Using R1 series with frame (33mm & above ) x (35mm & Sqm 42.48 9155.2 3,88,912.90

above) & mullion (33mm & above) x (50mm & above).

(Height upto 0.90 metre)

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

DSR Providing and fixing factory made ISI marked partially

Corrections insulated metal fire rated doorset assembly, for staircase /

9.162E exit pathway and refuge areas applications, consisting of

galvanized iron steel frame and single leaf shutter

including necessary hardware accessories, conforming to

FD 120 PI classification of IS 3614:2021 with fire rating of

120 minutes integrity and 30 minutes insulation. The door

frame and shutter shall be made out of minimum 1.20

mm thick GI Sheet with minimum 120 GSM Zinc coating

as per IS: 277. The entire fire rated doorset assembly

shall be tested in latched condition as per IS 17518 (Part-

1): 2022 Frame: The farme shall be of minimum size 90 x

60 mm with grooved profile to take appropriate fire rated

smoke seal, having mitred cut joint (self tab/screwed

assembled at site) and provided with appropriate

reinforcement suitable for taking hardware and flush fixing

as per IS 4351. The smoke seal material shall be of EPDM

tested in accordane with ASTM E-84 of minimum size 10x

4mm, fixed within the inbuilt groove or stuck with

adhesive on the entire perimeter of the frame. The door

frame shall be fixed to the three sides to masonary wall

opening with CSK/Hex headed fastner of minimum 8 mm

dia size and minimum 80mm long with 8mm dia

PolyamideAccessories:

Hardware sleeves @ 5 Fire

numbers at each

doorset on vertical

assembly sides

provided with onenumber of Single point Panic push bar

(cross bar) device of desired finish as per EN 1125 and

one number external trim including half cylinder of 42mm

long with one side key as per EN 1125.door closer of size

EN 3-5 with standard arm, of desired finish (suitable One

number heavy duty upto 1250 mm door width)

conforming to IS 3564/EN 1154. Finishing: Both frame

and door shutters shall be factory finished with polyester

powder coating of minimum 50 microns thick and shall

have passed salt spray test as per IS:13871 of approved

colour and shade all complete as per manufacturer’s of

direction the Engineer-in-charge. specifications and as per

Installation: The hollow space in the door frame shall be

filled / injected with fire rated self extinguishing type

polyurethane foam (PUF) after installation at site of work.

The rate shall be inclusive of complete Stilt fire rated door

assembly, supply and installation by the approved

57 DSR Single leaf Partially Insulated metal fire rated doorset of Sqm 37.07 19820.25 7,34,637.57

Corrections FD 120 PI classification with 120 minutes integrity and 30

9.162E.1 minutes insulation as per IS 3614:2021 – For Staircase/

Exit pathway / Refuge area etc.

Total Carried over to summary 70,17,860.90 - 1,88,396.40

10.13 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

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

58 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in Kg 130.41 141.7 18,479.10

cement concrete block 15x10x10 cm of C.C. 1:3:6 (1

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size).

10.25 Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer using structural

steel etc. as required.

59 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, Kg 1,349.65 172.6 2,32,949.59

gates and similar works

60 10.28 Providing and fixing stainless steel ( Grade 304) railing Kg 2,080.00 772.40 16,06,592.00

made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with

necessary stainless steel nuts and bolts complete, i/c

fixing the railing with necessary accessories & stainless

steel dash fasteners , stainless steel bolts etc., of required

size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-

incharge, (for payment purpose only weight of stainless

steel members shall be considered excluding fixing

accessories such as nuts, bolts, fasteners etc.)

Total Carried over to summary 18,58,020.69 - -

16.75 Providing and laying C.C. pavement of mix M-25 with

ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed

board vibrator , vacuum dewatering process and finally

finished by floating, brooming with wire brush etc.

complete as per specifications and directions of Engineer-

in-charge. (The panel shuttering work shall be paid for

61 separately).

(Note:- Cement content considered in this item is @ 330 Cum 204.80 9823.8 20,11,953.54

kg/cum. Excess/less cement used as per design mix is

payable/ recoverable separately).

11.19 Chequered terrazo tiles 22 mm thick with graded marble

chips of size up to 6 mm in floors, jointed with neat

cement slurry mixed with pigment to match the shade of

the tiles, including rubbing and polishing complete, on 20

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

Light shade pigment using white cement

11.51 Providing and laying machine cut, mirror polished, Italian -

Marble stone flooring laid in required pattern in linear

portion of the building all complete as per architectural

drawings, with 18 mm thick stone slab laid over 20 mm

(average) thick base of cement mortar 1:4 (1 cement : 4

coarse sand) laid and jointed with white cement slurry @

4.4 kg/sqm including pointing with white cement slurry

admixed with pigment to match the marble shade

including rubbing, curing and polishing etc. all complete

as specified and as directed by the Engineer in-Charge.

63 11.51.1 18 mm thick Italian Marble stone slab, Perlato, Rosso Sqm 4,792.07 6,603.35 3,16,43,715.43

verona, Fire Red or Dark Emperadore etc.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

11.55 Providing and laying flamed finish Granite stone flooring in -

required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the

architectural drawings with 18 mm thick stone slab over

20 mm (average) thick base of cement mortar 1:4 (1

cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with

pigment of matching shade including rubbing, curing and

polishing etc. all complete as specified and as directed by

the Engineer-in-Charge :

64 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Sqm 841.01 3,186.70 26,80,032.23

Elite Brown, Cat Eye or equivalent

11.56 Providing and laying Polished Granite stone flooring in

required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the

architectural drawings with 18 mm thick stone slab over

20 mm (average) thick base of cement mortar 1:4 (1

cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with

pigment of matching shade including rubbing, curing and

polishing etc. all complete as specified and as directed by

the Engineer-in-Charge.

65 11.56.1 Polished Granite stone slab of colour Black, Cherry/Ruby Sqm 713.60 4,481.30 31,97,855.68

Red or equivalent

66 11.37 Providing and laying Ceramic glazed floor tiles of size Sqm 307.77 1,096.55

300x300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS : 15622 of

approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1:4

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

slurry @ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc., complete.

67 8.31 Providing and fixing Ist quality ceramic glazed wall tiles Sqm 1,360.35 1,267.95 17,24,855.78

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 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

68 M.R Providing & fixing 4mm thick Vinyl sheet for flooring Sqm 67.20 2,134.47 1,43,436.67 -

confirming to IS 3462-1986 of approved make &

colour/pattern for Flooring in correct level / slope at all

levels/heights as per architectural drawings and

manufacturer's specifications & instructions. Vinyl shall be

fixed with approved adhesive properly, avoid bubbles in

flooring including cleaning the surface, pressing the vinyl

by appropriate roller properly, cutting and filling/ welding

the joints by approved and matching colour welding rod

properly etc. completed as per the instructions of the EIC.

Joints shall be finished properly so that area shall look

Continuously and joint less.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

11.26 Kota stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with

pigment to match the shade of the slab, including rubbing

and polishing complete with base of cement mortar 1 : 4

(1 cement : 4 coarse sand) :

70 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, Sqm 13.00 2,354.70 30,611.10

dado and pillars laid on 12 mm (average) thick cement

mortar 1:3 (1 cement: 3 coarse sand) and jointed with

grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing

Supply & installation of 100% commercial grade nylon

carpet tile of 250x1000mm of solution dyed PRO-CARE

Fiber Nylon (or equivalent), with construction as tufted

carpet tile having anti-microbial protection using PRO-

CARE AG+ guard. The tile shall have a pile weight of 16

oz/yd², pile height 4.0 ± 0.5 mm, and total height 6.5 ±

0.5 mm, with a non-woven soft backing for superior

comfort and acoustic insulation. The carpet shall meet or

exceed international safety and performance standards

including flammability (ASTM E648) – Class 1, smoke

density (ASTM E662) – Passed, color fastness (GB 3920) –

Passed, SVHC REACH compliance (235 items – Not

Detected), phthalates (EN 14372) – Passed, anti-fungal

activity (AATCC TM174) – 0 Grade, stain resistance

(AATCC TM175) – 9 Grade, TVOC (California Specification

01350) – Low, heavy metal (EU RoHS Directive) – Not

Detected, and anti-static walking test (GB/T-18044) –

Total Carried over to summary 4,49,21,048.32 - 6,01,658.00

26.27 Providing and fixing mineral fibre false ceiling tiles at all

heights of size 595X595mm of approved texture, design

and pattern. The tiles should have Humidity Resistance

(RH) of 99%Light Reflectance ≥ 85%, Thermal

Conductivity k = 0.052 - 0.057 w/m K, Fire Performance

as per (BS 476 pt - 6 &7)in true horizont al level

suspended on interlocking T-Grid of hot dipped all round

galvanized iron section of 0.33 mm thick (galvanized

@120 gsm) comprising of main T runners of 15x32 mm of

length 3000 mm, cross T of size 15x32mm of length 1200

mm and secondary intermediate cross T of size 15x32 mm

of length 600 mm to form grid module of size 600x600

mm suspended from ceiling using galvanized mild steel

item (galvanised@80gsm) 50 mm long 8mm outer

diameter M-6 dash fasteners, 6 mm diameter fully

threaded hanger rod up to 1000 mm length and L-shape

level adjuster of size 85x25x2 mm, spaced at 1200 mm

centre to centre along main ‘T’. The system should rest on

periphery walls /partitions with the help of GI perimeter

wall angle of size24x24X3000 mm made of 0.40 mm thick

sheet, to be fixed to the wall with help of plastic rawl plug

at 450 mm centre to centre & 40 mm long dry wall

S.S.screws. The exposed bottom portion of all T-sections

used in false ceiling support system shall be pre-painted

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

72 26.27.1 With 16 mm thick beveled tegular mineral fibre false Sqm 2,547.57 2,333.60 59,45,009.35

ceiling tile (NRC 0.55 to 0.60)

12.52 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

24x38 mm made from 0.30 mm thick (minimum) sheet,

spaced at 1200 mm center to center and cross "T" of size

24x25 mm made of 0.30 mm thick (minimum) sheet,

1200 mm long spaced between main "T" 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 fasteners, 4 mm GI adjustable rods with galvanised

butterfly level clips of size 85 x 30 x 0.8 mm spaced at

73 12.52.2 1200 mmCeiling

GI Metal centerLay

to center along main

in perforated T, bottom

Tegular exposed

white color tiles of size 595x595 mm and 0.5 mm thick

with 8 mm drop; made of GI sheet having galvanizing of

100 gms/sqm (both sides inclusive) and 20% perforation

area with 1.8 mm dia holes and having NRC (Noise

Reduction Coefficient) of 0.5, electro statically polyester

powder coated of thickness 60 microns (minimum),

including factory painted after bending and perforation,

and backed with a black Glass fiber acoustical fleece.

74 12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made Sqm 1,784.35 1,528.00 27,26,483.74

from plasterboard having glass fibre conforming to IS:

2095 part I, of size 595x595 mm, having perforation of

9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm

and the side borders of 30 mm, backed with non woven

tissue on the back side, having an NRC (Noise Reduction

Coefficient) of 0.79, with 50 mm resin bonded glass wool

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

12.45 Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special

sections, power pressed from M.S. sheets and galvanized

with zinc coating of 120 gms/sqm (both side inclusive) as

per IS : 277 and consisting of angle cleats of size 25 mm

wide x 1.6 mm thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to the ceiling

with dash fastener 12.5 mm dia x 50mm long with 6mm

dia bolts, other flange of cleat fixed to the angle hangers

of 25x10x0.50 mm of required length with nuts & bolts of

required size and other end of angle hanger fixed with

intermediate G.I. channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with

tapered flanges of 26 mm each having lips of 10.5 mm, at

450 mm centre to centre, shall be fixed in a direction

perpendicular to G.I. intermediate channel with connecting

clips made out of 2.64 mm dia x 230 mm long G.I. wire at

every junction, including fixing perimeter channels 0.5

mm thick 27 mm high having flanges of 20 mm and 30

mm long, the perimeter of ceiling fixed to wall/partition

with the help of rawl plugs at 450 mm centre, with 25mm

long dry wall screws @ 230 mm interval, including fixing

75 12.45.1 of gypsum

mm thick to ceiling

tapered edgesection

gypsumand perimeter

plain board channel Sqm 509.51 1,355.80 6,90,799.08

conforming to IS: 2095- (Part I) :2011 (Board

with BIS certification marks)

76 12.32 Extra for sunk or raised mouldings in the plaster of Paris Sqm 101.90 607.45 61,900.86

(Gypsum anhydrous) ceiling.(Cove)

Total Carried over to summary 1,00,60,892.22 -

77 13.16 6 mm cement plaster of mix : Sqm 946.68 300.45 2,84,430.01

13.16.1 1:3 (1 cement : 3 fine sand)

13.5 15 mm cement plaster on rough side of single or half brick

13.6 20 mm cement plaster of mix :

81 13.116 Polishing in high gloss/matt finish melamine clear polish Sqm 94.35 3,049.85 2,87,753.35

on wood work in required color/wooden shade texture

82 13.26 Providing and applying plaster of paris putty of 2mm Sqm 12,553.22 262.70 32,97,729.58

thickness over plastered surface to prepare the surface

even and smooth complete.

13.83 Wall painting with premium acrylic emulsion paint of

interior grade, 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.

84 13.85.3 With water thinnable cement primer on wall surface Sqm 12,553.22 73.95 9,28,310.25

having VOC content less than 50 grams/litre

13.47 Finishing walls with Premium Acrylic Smooth exterior paint

with Silicone additives of required

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

85 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm Sqm 5,630.19 171.10 9,63,325.51

over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

86 26.91 Providing and fixing factory made 18 mm thick single Sqm 848.57 3,437.15 29,16,672.69

extruded WPC (Wood PolymerComposite) solid plain white

colour board Jali, CNC (Computer numeric control) routed

ofapproved design by Engineer-in -charge which are

machine cut for duct/shaft covering,partitions and facades

comprising of virgin polymer of K value 58-60

(SuspensionGrade), calcium corbonate and natural fibers

(wood powder/ rice husk/wheat husk) and non toxic

additives(maximum toxicity index of 12 for 100 gms)

having minimum densityof 650 kg/cum and screw

withdrawal strength of 1800 N (Face) minimum

compressivestrength 50 N/mm2, modulus of elasticity 850

N/mm2 and resistance to spread of flame of Class A

category with properties of being termite/borer proof,

water/moistureproof and fire retardant and fixing on M.S

(mild steel) frame made of 25 x 25 x 1.5 mm square

hollow box section including applying a priming coat of

app roved steel primer,placed at grid made at 1.0 x 1.0 m

or as per requirement at site with necessary stainless steel

fasteners and SS screws etc., all complete as per direction

of Engineer-In- Charge (Note: M.S (mild steel) framework

with priming coat and necessary SS fasteners and SS

screws shall be paid separately

Total Carried over to summary 1,79,74,024.43 -

DISMANTLING & DEMOLITION

87 15.3 Demolishing R.C.C. work manually/ by mechanical means Cum 150.00 3,551.25 5,32,687.50

including stacking of steel bars

and disposal of unserviceable material within 50 metres

lead as per direction of Engineer - incharge.

88 15.5 Extra for cutting reinforcement bars manually/ by Sqm 50.00 1,147.20 57,360.00

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.

89 15.6 Extra for scrapping, cleaning and straightening Kg 600.00 9.05 5,430.00

reinforcement from R.C.C. or R.B. work

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

Total Carried over to summary 8,79,785.10 - -

WATERPROOFING WORK

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

91 22.5 Providing and laying water proofing treatment in sunken Sqm 495.17 617.05 3,05,542.49 -

portion of WCs, bathroom etc., by applying cement slurry

mixed with water proofing cement compound consisting of

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed

with water proofing cement compound @ 0.253 kg/ sqm.

This layer will be allowed to air cure for 4 hours.

(b) Second layer of slurry of cement @ 0.242 kg/sqm

mixed with water proofing cement compound @ 0.126

kg/sqm. This layer will be allowed to air cure for 4 hours

water curing for 48 hours. The rate includes preparation of

surface, treatment and sealing of all joints, corners,

junctions of pipes and masonry with polymer mixed

92 MR slurry.

PU Waterproofing: Surface Preparation: Cleaning the Sqm 1,378.13 1,579.72 21,77,065.56

surface using wire brush, for any loose particles, dirt /

dust. Removal of any protrusion and loose concrete, and

repairing cracks, levelling any undulations to prepare

surface for Waterproofing application. Second Step:

Preparation of fillet / gola 50 mm x 50 mm along the

periphery of the bathroom with cement admixed with IWP

compound.Third Step: Providing and laying waterproofing

treatment with liquid applied, U.V. resistant polyurethane

waterproofing membrane. LAM to be applied in 2 layers

over the existing concrete surface primed with epoxy

primer @ 0.20 gr/sqm. First coat to be applied in

longitudinal direction and second coat in transverse

direction. Second coat to be applied after 6-24 hours

depending upon the weather conditions. Reinforce using

geo-textile at wall-floor connections, pipes, waterspouts

(siphon), etc. In order to reinforce, apply on the still wet

ULTRATHANE a correct cut piece of 40 gsm scrim cloth,

press it to soak, and saturate again with enough

ULTRATHANE Both the coats shall have 1.5 Kg/sqm of

consumption. The product shall have following properties:

Tensile strength of > 4 MPa, Elongation of > 450%, Shore

A hardness of 70. Protection Plaster: Providing and laying

93 12.55 concrete

Providingprotection

and fixing of 50-75mm

Heat by Terrace

Resistant adding Tiles

refractive index) > 78, solar reflection > 0.70 and23,48,271.43

initial emittance > 0.75 on waterproofand sloped surface

- of terrace, laid o

Total Carried over to summary 26,53,813.92 21,77,065.56

ALUMINIUM & GLASS WORK

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

21.1 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 make conforming to IS: 733 and IS: 1285,

fixing with dash fasteners of required dia and size,

including necessary Filling up the gaps at junctions, i.e. at

top, bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections shall be smooth,

rust free, straight, mitred and jointed mechanically

wherever required including cleat angle, Aluminium snap

beading for glazing / paneling, C.P. brass / stainless steel

screws, all complete as per architectural drawings and the

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

dash fasteners to be paid for separately)

21.1.1 For fixed portion

94 21.1.1.2 Powder coated aluminium (minimum thickness of powder Kg 161.14 530.90 85,548.16

coating 50 micron)

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)

95 21.1.2.2 Powder coated aluminium (minimum thickness of powder Kg 196.79 634.45 1,24,852.15

coating 50 micron)

21.3 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):

96 21.3.2 With float glass panes of 5 mm thickness (weight not less Sqm 298.86 1,505.25 4,49,864.68

than 12.50 kg/sqm)

97 21.13 Providing and fixing Brass 100mm mortice latch and lock Each 23.00 528.85 12,163.55

with 6 levers without pair of handles (best make of

approved quality) for aluminium doors including necessary

cutting and making good etc. complete.

21.12 Providing and fixing aluminium tubular handle bar 32 mm -

outer dia, 3.0 mm thick & 2100 mm long with SS screws

etc .complete as per direction of Engineer-in-Charge

98 21.12.2 Powder coated minimum thickness 50 micron aluminium Each 92.00 631.55 58,102.60

tubular handle bar

Total Carried over to summary 7,30,531.14 -

STRUCTURAL GLAZING

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

99 25.1 Providing and supplying aluminium extruded tubular and Kg 11,088.00 414.30 45,93,758.40

other aluminium sections as per the architectural drawings

and approved shop drawings , the aluminium quality as

per grade 6063 T5 or T6 as per BS 1474,including super

durable powder coating of 60-80 microns conforming to

AAMA 2604 of required colour and shade as approved by

the Engineer-in-Charge. ( The item includes cost of

material such as cleats, sleeves, screws etc. necessary for

fabrication of extruded aluminium frame work. Nothing

extra shall be paid on this account). The weight of

aluminium extruded section shall be taken for purpose of

25.2 Designing, fabricating, testing, protection, installing and

fixing in position semi (grid) unitized system of structural

glazing (with open joints) for linear as well as curvilinear

portions of the

building for all heights and all levels, including:

(a) Structural analysis & design and preparation of shop

drawings for the specified design loads conforming to IS

875 part III (the system must passed the proof test at 1.5

times design wind pressure without any failure), including

functional design of the aluminum sections for fixing

glazing panels of various thicknesses, aluminium cleats,

sleeves and splice plates etc. gaskets, screws, toggles,

nuts, bolts, clamps etc., structural and weather silicone

sealants, flashings, fire stop (barrier)-cum-smoke seals,

microwave cured EPDM gaskets for water tightness,

pressure equalisation & drainage and protection against

fire hazard including:

(b) Fabricating and supplying serrated M.S. hot dip

galvanised / Aluminium alloy of 6005 T5 brackets of

required sizes, sections and profiles etc. to accommodate

3 Dimentional movement for achieving perfect verticality

and fixing structural glazing system rigidly to the RCC/

masonry/ structural steel framework of building structure

using stainless steel anchor fasteners/ bolts, nylon

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

(c) Providing and filling, two part pump filled, structural

silicone sealant and one part weather silicone sealant

compatible with the structural silicone sealant of required

bite size in a clean and controlled factory / work shop

environment, including double sided spacer tape, setting

blocks and backer rod, all of approved grade, brand and

manufacture, as per the approved sealant design, within

and all around the perimeter for holding glass.

(d) Providing and fixing in position flashings of solid

aluminium sheet 1 mm thick and of sizes, shapes and

profiles, as required as per the site conditions, to seal the

gap between the building structure and all its interfaces

with curtain glazing to make it watertight.

(e) Making provision for drainage of moisture/ water that

enters the curtain glazing system to make it watertight, by

incorporating principles of pressure equalization, providing

suitable gutter profiles at bottom (if required), making

necessary holes of required sizes and of required numbers

etc. complete. This item includes cost of all inputs of

designing, labour for fabricating and installation of

aluminium grid, installation of glazed units, T&P,

scaffolding and other incidental charges including

wastages etc., enabling temporary structures and

100 services, The

Note:-2. cranes or cradles

following etc. as described

performance above

test are to be and as Sqm 1,056.00 3,510.50 37,07,088.00

conducted on structural glazing system if area of

structural glazing exceeds 2500 Sqm from the certified

laboratories accreditated by NABL(National Accreditation

Board for Testing and Calibration Laboratories),

Department of Science & Technologies, India. Cost of

testing is payable separately. The NIT approving authority

will decide the necessity of testing on the basis of cost of

the work, cost of the test and importance of the work.

Performance Testing of Structural glazing system Tests to

be conducted in the NABL accredited lab or any other

accreditation body which operates in accordance with

ISO/IEC 17011 and accredits labs as per ISO/IEC 17025

1. Performance Laboratory Test for Air Leakage Test (-

50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-

283-04 testing method for a range of testing limit 1 to

2. Static Water Penetration Test. (50pa to 1500pa) as per

ASTME- 331-09 testing method for a range up to 2000 ml.

3. Dynamic Water Penetration (50pa to 1500pa) as per

AAMA 501.01- 05 testing method for a range upto 2000

4. Structural Performance Deflection and deformation by

static air pressure test (1.5 times design wind pressure

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

25.3 Providing, assembling and supplying vision glass panels

(IGUs) comprising of hermetically-sealed 6-12- 6 mm

insulated glass (double glazed) vision panel units of size

and shape as required and specified, comprising of an

outer heat strengthened float glass 6mm thick, of

approved colour and shade with reflective soft coating on

surface # 2 of approved colour and shade, an inner Heat

strengthned clear float glass 6mm thick, spacer tube

12mm wide,dessicants, including primary seal and

secondary seal (structural silicone sealant) etc. all

complete for the required performances, as per the

Architectural drawings, as per the approved shop

drawings, as specified and as directed by the Engineer-in-

Charge. The IGUs shall be assembled in the factory/

workshop of the glass processor. (Payment for fixing of

IGU Panels in the curtain glazing is included in cost of

item No.25.2) For payment, only the actual area of glass

on face # 1 of the glass panels (excluding the areas of the

grooves and weather silicone sealant) provided and fixed

in position, shall be measured in sqm.

101 (i) Coloured tinted float glass 6mm thick substrate with Sqm 1,056.00 3,718.70 39,26,947.20

reflective soft coating on face # 2, + 12mm Airgap +

6mm Heat Strengthened clear Glass of approved make

having properties as visible Light transmittance (VLT) of

25 to 35 %, Light reflection internal 10 to 15%,

lightreflection external 10 to 20 %, shading coefficient

(0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K

etc. The properties of performance glass shall be decided

by technical sanctioning authority as per the site

102 MR Providing and Fixing of Glass films for fixing existing Sqm 200 2,960.00 5,92,000.00

window and aluminium partition glass for reduces the

amount of heat and radiation caused by the sun’s rays

Total Carried over to summary 1,22,27,793.60 5,92,000.00

BOQ - External Development

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm 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.

104 16.1 Preparation and consolidation of sub grade with power Sqm 1,872.00 218.90 4,09,780.80

road roller of 8 to 12 tonne capacity after excavating earth

to an average of 22.5 cm depth, dressing to camber and

consolidating with road roller including making good the

undulations etc. and re-rolling the sub grade and disposal

of surplus earthwith lead upto 50 metres.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

105 16.62 Providing and applying 2.5 mm thick road marking strips Sqm 374.40 747.80 2,79,976.32

(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.

106 16.79 Providing, laying, spreading and compacting graded stone Cum 140.40 2,914.30 4,09,167.72

aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the

material with water at OMC in for all leads & lifts, laying in

uniform layers with mechanical paver finisher in sub- base

/ base course on well prepared surface and compacting

with vibratory roller of 8 to 10 tonne capacity to

achievethe desired density, complete as per specifications

and directions of Engineer-in-Charge.

107 16.80 Construction of dry lean cement concrete sub base over a Cum 140.40 4,148.65 5,82,470.46

prepared sub-grade with coarse and fine aggregate

conforming to IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1,aggregategradation after blending to be as per

specifications, cement content not to be less than 150

Kg/cum, optimum moisture content to be determined

during trial length construction, concrete strength not to

be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid witha

mechanical paver, compacting with 8-10 tonne vibratory

roller, finishing and curing etc complete as per direction of

Engineer-in- charge.

108 16.75 Providing and laying C.C. pavement of mix M-25 with Cum 280.80 9,823.80 27,58,523.04

ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed

board vibrator , vacuum dewatering process and finally

finished by floating, brooming with wire brush etc.

complete as per specifications and directions of Engineer-

in-charge. (The panel shuttering work shall be paid for

separately). (Note:- Cement content considered in this

item is @ 330 kg/cum. Excess/less cement used as per

design mix is payable/ recoverable separately).

109 16.45 Providing and fixing pre-moulded joint filler in expansion one cm. 15.00 5.30 79.50

joints of RCC roads / CC pavements after making the depth

joints dust free with high pressure air jet cleaners, all one cm.

complete as per direction of the Engineer-in-Charge. (Pre- width per

moulded joint fillers shall be made of bitumen hot sealing metre

compound impregnated fibre board having impregnation length.

more than 35%, conforming to IS:1838 for fibre board

and IS: 1834 for hot sealing bitumen compound grade A.)

16.46 Providing and filling in position rubberized bitumen hot one cm. -

sealing compound for sealing of expansion joints in roads depth

/ pavements all complete as per direction of the Engineer- one cm.

in-Charge. width per

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION one cm.

Unit QTY Rate (INR) Amount (INR)

(DSR-2023) depth DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

110 16.46.1 Using grade ‘A’ sealing compound conforming to IS: 1834. 25.00 8.65 216.25

5.22 length. -

Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all

complete upto plinth & above plinth level.

111 5.22.6 Thermo-Mechanically Treated bars. Kg 19,656.00 107.85 21,19,899.60

112 16.69 Providing and laying at or near ground level factory made Cum 14.47 10,117.60 1,46,391.55

kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except

at sharp curve shall not to more than 5mm), including

making drainage opening wherever required complete etc.

as per direction of Engineer-in-charge (length of finished

kerb edging shall be measured to calculate volume for

payment). (Precast C.C. kerb stone shall be approved by

Engineer-in-charge).

113 16.68 Providing and laying 60mm thick faciory made cement Sqm 60.00 972.00 58,320.00

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.

Total Carried over to Summary 68,47,895.24

3 LANDSCAPING & HORTICULTURE

16.3 Supplying and stacking at site.

115 2.36 Extra for levelling & neatly dressing of disposed soil Cum 1,006.20 93.05 93,626.91

completely as directed by Engineerin- charge

2.4 Supplying and stacking at site dump manure from -

approved source, including carriage upto 5 km lead

complete (manure measured in stacks will be reduced by

8% for payment) :

116 DSR Screened through sieve of I.S. designation 4.75 mm cum 654.70 491.65 3,21,883.38

117 DSR Spreading of sludge, dump manure and/or good earth in cum 660.91 79.70 52,674.57

Horticulture required thickness as per direction of officer-in-charge

2.8 (cost of sludge, dump manure and/ or good earth to be

paid separately).

118 DSR Mixing earth and sludge or manure in the required cum 396.16 55.70 22,065.966

Horticulture proportion specified or directed by the Officer-in-charge

2.14 Digging holes in ordinary soil and refilling the same with -

the excavated earth mixed with manure or sludge in the

ratio of 2:1 by volume (2 parts of stacked volume of earth

after reduction by 20% : 1 part of stacked volume of

manure after reduction by 8%) flooding with water,

dressing including removal of rubbish and surplus earth, if

any, with all leads and lifts (cost of manure, sludge or

extra good earth if needed to be paid for separately)

119 DSR Holes 1.2 m dia and 1.2 m deep Each 231.00 362.75 83,795.25

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

120 DSR Holes 90 cm dia, and 90 cm deep Each 203.00 155.50 31,566.50

121 DSR Holes 60 cm dia, and 60 cm deep Each 174.00 47.85 8,325.90

122 DSR Holes 45 cm dia, and 45 cm deep. Each 190.00 20.65 3,923.50

123 DSR Providing and laying Neelgiri/Mexican grass turf with earth Per Sqm 839.45 257.00 2,15,738.37

Horticulture 50mm to 60mm thickness of existing ground prepared

2.33 with proper level and ramming with tools wooden

(Dhurmos) and than rolling the surface with light roller

make the surface smoothen and light waterning with

sprinkler and maintenance for 30 days or more till the

grass establish properly, as per direction of officer-in-

124 DSR charge.

Providing and Displaying Budded Rose (H.T. variety) 3 to Each 14.00 35.80 501.20

Horticulture 4 healthy branch 30 cm and above ht. well developed with

4.91 one and above flower plant in 20 cm Earthen Pot, as per

direction of the officer-in-charge.

125 DSR Providing and Displaying Creeper Rose variety 3 to 4 Each 23.00 80.20 1,844.60

Horticulture healthy branch 60 cm and above ht. well developed with

4.92 one and above flowers in 25 cm Earthen Pot, as per

direction of the officer-in-charge.

126 DSR Providing and Displaying Standard Rose (H.T. variety) 3 to Each 33.00 160.40 5,293.20

Horticulture 4 healthy branch 90 cm and above ht. well developed with

4.93 one and above flowers in 25 cm Earthen Pot, as per

direction of the officer-in-charge.

Total Carried over to Summary 16,21,547.46

4 UG TANK (Sump)

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm on plan) including

getting out and disposal of excavated earth lead upto 50

m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.26 Extra for every additional lift of 1.5 m or part thereof in

excavation / banking excavated or stacked materials.

2.3 Banking excavated earth by mechanical / manual means

in layers not exceeding 20 cm in

5.33 Providing and Laying in position ready mixied or site

batched design mix cement concrete for reinforced

cement concrete work : using Coarse aggregate and fine

aggreagate is derived from natural sources, portland

pozzolana /ordinary portland /Portland salg cement,

admixtures in recomended proportion as per IS; 9103 to

accelerate / retard setting of Concrete, to improve

durability and workabilty without impairing Strength :

Inculding pupming of concrete to site of laying, Curing

carriage of all lead but excluding the cost of centring and

shuttring finishing and reinforcment as per Direction of

EIC for following grade of Conctrete

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

5.33.2 All works above plinth level upto floor V level

128 5.33.2.2 Concrete of M30 grade with minimum cement content of Cum 50.00 10011.35 5,00,567.50

5.22 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

129 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 7,800.00 107.85 8,41,230.00

5.9 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

130 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 566.00 392.15 2,21,956.90

131 5.9.2 Walls (any thickness) including attached pilasters, Sqm 750.00 842.5 6,31,875.00

butteresses,plinth and string courses etc.

132 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 560.00 1028.4 5,75,904.00

platform. with water proof ply 12 mm thick

5.9.16 Edges of slabs and breaks in floors and walls -

10.25 Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer using structural

steel etc. as required.

134 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, Kg 326.59 172.6 56,369.60

gates and similar works

Total Carried over to Summary 34,46,780.00 -

5.33 Providing and Laying in position ready mixied or site

batched design mix cement concrete for reinforced

cement concrete work : using Coarse aggregate and fine

aggreagate is derived from natural sources, portland

pozzolana /ordinary portland /Portland salg cement,

admixtures in recomended proportion as per IS; 9103 to

accelerate / retard setting of Concrete, to improve

durability and workabilty without impairing Strength :

Inculding pupming of concrete to site of laying, Curing

carriage of all lead but excluding the cost of centring and

shuttring finishing and reinforcment as per Direction of

EIC for following grade of Conctrete

5.33.2 All works above plinth level upto floor V level

128 5.33.2.2 Concrete of M30 grade with minimum cement content of Cum 17.18 10011.35 1,71,994.99

5.22 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

129 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 3,236.87 107.85 3,49,096.78

5.9 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

130 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 392.15 -

131 5.9.2 Walls (any thickness) including attached pilasters, Sqm 219.20 842.5 1,84,675.15

butteresses,plinth and string courses etc.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

132 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 18.54 1028.4 19,067.07

platform. with water proof ply 12 mm thick

5.9.16 Edges of slabs and breaks in floors and walls -

10.25 Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer using structural

steel etc. as required.

134 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, Kg 110.24 172.60 19,027.58

gates and similar works

135 MR Waterproofing of Watertanks: Grouting Work: Charges Sqm 218.72 2508.72 5,48,707.86

towards pressure grouting work with neat cement slurry

admixed with expanding grout admixture incl. drilling

holes, fixing nozzles, sealing the holes after grouting with

SBR Latex enriched cement sand mortar etc. complete as

per manufacturers specification & direction of EIC.

The concrete surface must be brought into surface

saturated dry condition (SSD). Providing & Applying

Applying 2 coats of 2 component acrylic polymer modified

cementitious coating of tensile strength of >2 Mpa as per

ASTM D 412, elongation of >150% as per ASTM D 412

,crack bridging of upto 2 mm as per ASTM C836,Adhesion

to concrete >2 Mpa as per ASTM D 4541 & resisting 5 bars

hydrostatic pressure as per BS EN 12390 applied@ 2.5

kg/m2 all over the slab including the angular fillets and

extendable over the vertical walls .The interval between

each coat of coating application is 6-8 hrs. Reinforcing all

joints with 45gsm geotextile fabric The waterproofing

system should be applied directly by the manufacturer

with 10 years of system guarantee against leakages.

Pipe peripheral treatment: Charges towards filling the

annular gap between pipe periphery and concrete /

masonry with non-shrink ready to use grouting compound

including cleaning

Total Carried the

over tosame properly and sealing the

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm 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.

137 2.25 Filling available excavated earth (excluding rock) in Cum 1,357.64 196.00 2,66,097.71

trenches, plinth, sides of oundations etc. in layers not

exceeding 20cm in depth, consolidating each deposited

layer by ramming and watering, lead up to 50 m and lift

4.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level:

138 4.1.10 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from Cum 27.03 6518.60 1,76,210.80

natural sources : 8 graded stone aggregate 40 mm

nominal size derived from natural sources)

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

5.9 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

139 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 194.04 392.15 76,092.79

140 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 423.40 961.30 4,07,010.57

141 5.9.5 Lintels, beams, plinth beams, girders, bressumers and Sqm 248.10 736.40 1,82,700.84

5.22 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

142 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 10,701.03 107.85 11,54,106.34

143 5.22.A.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 4,019.98 107.85 4,33,554.93

more. above Plinth Lvl

5.33 providing and laying in position ready mixed or site

batched design mix cement concrete forreinforced cement

concrete work; using coarse aggregate and fine

aggregate derived from natural sources, portland

pozzolana / ordinary portland /portland Slag cement,

admixtures in recommended proportions as per iS: 9103

to accelerate / retard setting of concrete, to

improvedurability and workability without impairing

strength; including pumping of concrete tosite of laying,

curing, carriage for all leads; but excluding the cost of

centering, shuttering,finishing and reinforcement as per

direction of the engineer-in-charge; for the following

Note: Extra cement up to 10% of the minimum specified

cement content in design mix shallbe payable separately.

in case the cement content in design mix is more than

110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix

or bear the cost of extra cement.

144 5.33.1 All works upto plinth level

5.33.1.2 concrete of M-30 grade with minimum cement content of Cum 96.75 9,655.70 9,34,228.95

5.33.2 All works above plinth level upto floor V level

145 5.33.2.2 concrete of M-30 grade with minimum cement content of Cum 28.41 10,011.35 2,84,383.71

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 :

146 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 96.77 9,105.95 8,81,205.55

147 10.1 Structural steel work in single section, fixed with or kg 109.27 117.35 12,823.07

without connecting plate, including cutting, hoisting, fixing

in position and applying a priming coat of approved steel

primer all complete.

148 13.11 18 mm cement plaster in two coats under layer 12 mm Sqm 1,007.10 518.55 5,22,231.71

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

finished with a top layer 6 mm thick cement plaster 1:6 (1

cement : 6 fine sand).

13.46 Finishing walls with Acrylic Smooth exterior paint of

required shade :

149 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm Sqm 1,007.10 160.60 1,61,740.26

over and including priming coat of exterior primer applied

Total Carried over to Summary 57,51,008.98 -

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

TOTAL EXTERNAL DEVLOPMENT WORK AMOUNT 1,84,16,694.63 5,48,707.86

INTERNAL & EXTERNAL PLUMBING-SANITARY

150 17.78 Providing and fixing white vitreous china extended wall Each 53.00 14,999.15 7,94,954.95

mounting water closet of size mm of approved including

providing & fixing white vitreous china cistem with dual

flush fifing, of flushing capacity 3 litre/ 6 litre (adjustable

to 4 litre/ 8 litres), including seat cover, and cistern

fitings, nuts, bolts and gasket etc complete.

151 MR-1 Providing and fixing counter base table top wash basin Each 48.00 6,546.00 3,14,208.00

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 White Vitreous China Wash basin size

630x450 mm with a pair of 15 mm C.P. brass pillar taps.

8.2.3 Granite stone slab of all colour and texture except black,

Cherry/Ruby red

153 17.80 Providing and fixing white vitreous china battery based Each 21.00 7,979.20 1,67,563.20

infrared sensor operated urinal of approx. size 610 x 390

x 370 mm having pre & post flushing with water (250 ml

& 500 ml consumption), having water inlet from back

side, including fixing to wall with suitable brackets all as

per manufacturers specification and direction of Engineer-

154 MR-2 Providing and fixing Urinal Division Plate with table Each 21.00 6,546 1,37,469.29

rubbed, edges rounded and polished, of size 900 x 450

mm, fixed in urinal partitions by cutting a chase of

appropriate width with chase cutter and embedding the

stone in the chase with epoxy grout or with cement

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

stone aggregate 6 mm nominal size) as per direction of

17.10 Engineer-in-charge

Providing and fixingand finished

Stainless smooth.

Steel A ISI 304 (18/8)

kitchen Sink as per IS:13983 with C.I. brackets and

stainless steel plug 40 mm, including painting Of fittings

and brackets, cutting and making good the walls wherever

17.10.1 Kitchen sink with drain board

156 MR-3 Suplying and fixing of Waste Coupling – Full Thread Each 48 594.20 28,521.62

32MM, Range:Allied,Material:Brass,Description:Waste

Coupling – Full Thread 32MM

157 17.22A Providing and fixing CP Brass 32 mm size Bottle Trap of Each 74.00 1,034.80 76,575.20

approved quality

& make and as per the direction of Engineer-in-charge.

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

basin including P.V.C. waste fittings com lete.

17.32 Providing and fixing mirror of superior glass (of approved

quality) and of required shape and size with plastic

moulded frame of approved make and shade with 6 mm

thick hard board backing

159 17.32.2 Rectangular shape 453x357 mm Each 48.00 1,361.80 65,366.40

17.34 Providing and fixing toilet paper holder :

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

18.53 Providing and fixing C.P. brass angle valve for basin mixer

of approved quality conforming to IS:8931

162 18.65 Providing and fixing PTMT soap Dish Holder having length Each 48.00 111.45 5,349.60

of 138 mm, breadth 102 mm, height of 75 mm with

concealed fitting arrangements, weighing not less than

163 MR-4 Providing and fixing SS grade 316 trapezoidal shape 215 Each 48.00 231.95 11,133.50

mm long, 200 mm wide with minimum distances of 37

mm from wall face with concealed fittings arrangement of

approved quality and colour, weighing not less than

164 MR-5 Providing of C.P Towel rack with all accessories as per Each 48.00 2,877.41 1,38,115.72

approved specifications with 600 mm length, SS 304, and

making good the walls wherever required

Providing and fixing of 15 mm dia C.P. brass Pillar cock

with CP wall flange of approved quality with flow rate of 5

LPM complying to Green Building requirements.

165 MR-6 15 mm nominal bore Each 53 2,677.83 1,41,924.96

166 MR-7 Providing of C.P WALL MOUNTED SWIVEL SPOUT KITCHEN Each 5 2,841.84 14,209.21

SINK MIXER with all accessories as per approved

specifications, Material: Brass,Mounted : Wall

mounted,Series :Florida

167 MR-8 Supplying of Health Faucet, Each 53 3,337.47 1,76,886.17

Material:Brass,Description:Health Faucet With Tube 1

Meter & Hook,Finish:Chrome,Dimension (mm):29(L) X

168 MR-9 Providing of C.P 2 WAY ANGLE COCK with Wall Flange and Each 63 2,105.16 1,32,625.09

all accessories as per approved specifications, Material:

Brass,Mounted : Wall mounted, Series:Florida

169 MR-10 Supplying and fixing of Twin Coat Hook:Material:18-8 S, Each 53 1,026.30 54,394.01

type-304, stainless steel,Application:WC Cubicle

Area,Warranty:1 year.

170 MR-11 Providing and fixing of FLOOR DRAIN WITH COCKROACH Each 101 1,852.67 1,87,119.98

TRAP, Dimensions : 5X5 INCH, Shape: Square Flat

Cut,Material: Stainless steel 304, Finish: Gloss/Matt,

Warranty : 1 Year

171 MR-12 Providing of FLOOR DRAIN WITH HOLE AND COCKROACH Each 51 1,923.98 98,122.83

TRAP, Dimensions -6X6 INCH, Material: Stainless steel

Finish: Steel, Warranty : 1 Year

172 MR-13 Supplying of HI SPEED HAND DRYER Construction : Steel Each 48 26,067.39 12,51,234.51

#304,Mounting : Wall Mounted, Operation : Automatic,

Hand Dry Time : 9S ,Auto Cutoff : 60 seconds, Noise Leve

: 60-70db, Motor : brush motor, Speed : 30000r/min,

Voltage : 220-240V, Rated Power : 1000W, Current : 6A

173 MR-14 Supplying of S.STEEL SOAP DISPENSER Container : 18-8 Each 48 3,744.33 1,79,727.71

S, Type-304, Stainless Steel Material : Non Corrosive

Steel, Capacity : 190 ML

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

174 MR-15 Providing and fixing of vitreous China Sanitary fixtures Each 10 16,467.76 1,64,677.65

and CP fitting and other accessories for Handicapped toilet

. Each Matrix Set shall comprised (Wash Basin 650 x 350

with one pair mounting brackets, EWC & Cistern complete

with fittings & seat cover, one no hinged rail 76 cm and

five no's of grab rails 60 cm). complete all respect.

175 MR-16 Providing and fixing of 1 No. Swing Handicap Grab Bar - Each 10 12,787.65 1,27,876.51

Stainless Steel at fixed height for handicap toilet

complete as required.

176 MR-17 Providing and fixing of 1 No. Stainless Steel Grab Barl Each 10 5,226.33 52,263.33

(600 Mm),32mm Dia. at fixed height for handicap toilet

complete as required.

177 MR-18 Providing and fixing of 1 No. Stainless Steel Grab Bar Each 10 4,689.46 46,894.55

(350 Mm),32mm Dia. at fixed height for handicap toilet

complete as required.

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings and

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

gocx:l the same including testing of joints complete as per

direction of Engineer in Charge.

Concealed work, including cutting chases and making the walls etc.

178 18.8.2 20 mm nominal dia Pipes Metre 360.43 537.00 1,93,553.39

179 18.8.3 25 mm nominal dia Pipes Metre 715.80 627.00 4,48,806.60

180 18.8.4 32 mm nominal dia Pipes Metre 342.50 739.00 2,53,107.50

18.9 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 with one step CPVC

solvent cement, trenching, refilling & testing of joints

complete as per direction of Engineer in Charge as per IS

nominal dia Pipes Metre 232.10 274.30 63,665.03

182 18.9.3 25 mm nominal dia Pipes Metre 362.10 355.40 1,28,690.34

183 18.9.4 32 mm nominal dia Pipes Metre 101.00 438.60 44,298.60

184 18.9.5 40 mm nominal dia Pipes Metre 94.51 563.00 53,208.23

185 18.9.6 50 mm nominal dia Pipes Metre 306.00 794.25 2,43,040.50

186 18.9.7 65 mm nominal dia Pipes Metre 293.00 1674.4 4,90,599.20

18.19 Providing and fixing gun metal non- return valve of

approved quality (screwed end) :

Providing, installation, testing and commissioning of

stainless steel Y- strainer fabricated out of 1.6 mm thick

stainless steel, Grade 304, sheet with 3 mm dia holes with

stainless steel flannge

18.17 Providing and fixing gun metal gate valve with C.I. wheel

of approved quality screwed end

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

DSR-E&M- Supplying, fixing, testing and commissioning of butterfly

2025// valve of PN 1.6 rating with bronze/gunmetal seat duly ISI

30.7.1 marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

195 18.14 Fixing Water meter and stop cock in G.I. pipe line Each 4.00 812.30 3,249.20

including cutting and threading the pipe and making long

screws etc. complete (cost of water meter and stop cock

to be paid separately).

18.33 Constructing masonry Chamber 60x60x75 cm inside, in

brick work in cement mortar (1 cement : 4 coarse sand)

for sluice valve, with C.I- surface 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 aggregate 20 mm

nominal size), including necessary excavation, foundation

concrete 1 (1 cement : 5 fine : 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 .

196 18.33.1 With common burnt clay EPS-(non modular) bricks of Each 10.00 10,862.40 1,08,624.00

class designation 7.5

197 DSR-E&M- Providing and fixing in position the industrial type Each 19.00 1,491.00 28329

2025 pressure gauges with gun metal/ brass valves complete as

/30.8 required

Providing and fixing,testing and commissioning of

expansion Bellow,Material Rubber and GI Flange,Thread

Size As per customers requirement

199 MR-21 Providing water level indicator or Automatic water Level Each 10 2,458 24,580.58

Indicator with Musical Alarm on Tank Full and Buzzer on

200 18.48 Providing and placing on terrace (at all floor levels) Per Litre 27,000.00 11 2,97,000.00

polyethylene water storage tank, IS : 12701 marked,

with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank

Providing and fixing GI fabricated hot dipped galvanized

coating puddle flange comprising of 600 mm dia long M.S

class 'C' pipe (screwed end up to 50 mm & flange for

more than 50 mm dia) with 6 mm thick M.S plates of

required size including cutting holes in Centre of plate,

inserting pipe & making welded (Arc) joint complete.

Same shall be installed with TEC welded joint in position

with reinforcement bars of RCC tank wall/slab including

making cutout in shuttering during concrete casting of

tank of following diameter.(For underground tank)

201 MR-22 65 mm nominal bore Each 2 34,223 68,446.62

202 MR-23 50 mm nominal bore Each 2 18,928 37,855.79

ELECTRIC PANNEL FOR DOMESTIC AND FLUSHING

WATSE SUPPLY PUMP

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

203 DSR-E&M- Supplying and fixing TP sheet steel enclosure on surface/ Each 2.00 1,707.00 3414

2025/ recess along with 16/25/32 A 415 V "C" curve TP MCB

2.17 complete with connections, testing and commissioning

etc. as required.

Supply, installation, testing and commissioning of

following cables:

PVC insulated unsheathed bright annealed bare copper

conductor single core industrial cable & PVC insulated,

PVC round sheathed multicore industrial cables for voltage

grade upto 1100V as per IS694:1990

DSR-EL- Supplying and installing following size of perforated

2025/4.1 painted with powder coating M.S. cable trays with

perforation not more than 17.5%, in convenient sections,

joined with connectors, suspended from the ceiling with

M.S. suspenders including bolts & nuts, painting

200 mm widthetcas required.

X 50 mm depth X 1.6 mm thickness 20.23 775.00

Supplying & installation of approved make required

capacity 3 phase, 50 Hz, 415V, centrifugal mono-block

pump, with starter i/c single phase preventer,

connections, base channel foundation etc. as required as

per specifications but excluding pipe and connection

SUB-HEAD-I: PLUMBING PUMP

PUMPS - Raw Water, Water Supply Pumps

Note- All pumps to be provided with mechanical seal and wearing ring and mechaical seal. Performance curve should be got approved before placing the order. (All pumps should be supplied with base frame) (All level controller , water meter & Pumps shall be BMS compatible. )(all pumps shall be supplied with vibration pad).

Providing & Fixing, testing and commissioning mono block pump, 3 Phase 415volts of the following capacity with mechanical seal.

The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.

Domestic and Flushing water

5 HP, Three Phase, 415 Volts, Size 100 mm x 100 mm

TOP - Thermal Overload Protector

Power Ratings : 0.37 to 3.7 kW

Mover : Electric Motor

Make: AS approved

207 MR-26 Providing and fixing water cooler with normal-cold- hot Each 13 87860.00 11,42,180.00

tap.inbuilt water purifier.water cooler capacity storage

capacity 80 L,cooling capacity 40 litre Body material

Stainless Steel 1W+2C Faucets Cold & Warm Water cooler

,Refrigerant : R22,Dimension : 1145x812x612 mm

Voltage : 230 V Frequency : 50 Hz

SEWERAGE & DRAINAGE NETWORK

Providing, laying, jointing & testing of following P.V.C.

pipes with solvent cement joint for 8 kg/ sq. cm.

pressures including testing of joints, cost of jointing

materials etc. complete in all respect.(class B) IS: code

208 MR-27 40 mm diametre metre 115.2 579 66,649.88

209 MR-28 50 mm diametre metre 138.2 697 96,380.42

For Road crossing

CATH BASIN FOR RAIN WATER

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

Constructing brick masonry road cath basin 450x450x77.5

cm with bricks in cement mortar 1:4 (1 cement : 4 coarse

sand ) with precast R.C.C. vertical grating complete as per

standard design :

212 MR-31 With common burnt clay F.P.S. (non modular) bricks of class designation

19.28 Constructing brick masonry road gully chamber

45x45x77.5 cm with bricks in æment mortar 1:4 (1

cement : 4 coarse sand ) with precast R.C.C. vertical

grating complete as per standard design

213 19.28.1 With common burnt clay F.P.S. (non modular) bricks of each 8.00 6,889.80 55,118.40

class designation 7.5

CIRCULAR MANHOLE FOR SEWER LINE

19.11 Constructing brick masonry circular manhole 1.22 m

internal dia at bottom and 0.56 m dia at top in cement

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

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

coarse sand) finished with a floating coat of neat cement

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

graded stone aggregate 40 mm nominal size) and making

necessary channel in cement concrete 1:24 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement, all

complete as per standard design

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-

20 grade designation) 560 mm intemal diameter

conforming to IS. 12592. weight of cover and frame to be

not less than 182 kg. fixed in cement concrete 1 (1

cement : 2 coarse sand : 4 stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at

the extemal surface shall paid for separately) :

214 19.11.1.1 With common burnt clay FPS- (non modular) bricks of class designation

CIRCULAR MANHOLE FOR STORM LINE

19.9 Constructing brick masonry circular type manhole 0.91 m

internal dia at bottom and 0.56 m dia at top in cement

mortar 1:4 (1 cement : 4 coarse sand), inside cernent

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

coarse sand) finished with a floating coat Of neat æment,

foundation concrete 1 :3:6 mix (1 cement : 3 coarse sand

: 6 graded stone aggregate 40 mm nominal size), and

making necessary channel in cement concrete1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size) finished with a floating coat of neat

cement, all complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty.

HD-20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and frame

to be not less than 182 kg., fixed in cement concrete

1:2:4 (1 cement : 2 warse sand 4 graded stone aggregate

20 mm nominal size) including centering, shuttering all

complete. (Excavation, rests and 12 mm thick cement

plaster at the external surface shall be id for se ratel

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

215 19.9.1.1 With common bumt clay F-P-S. (non modular) bricks of each 22.00 12,725.00 2,79,950.00

class designation 7.5

19.10 Extra depth for circular type manhole 0.91m internal dia

(at bottom) beyond 0.91 m to 1.67 m

216 19.10.1 With common burnt Clay F.P.S. (non modular) bricks Of each 22.00 7,591.80 1,67,019.60

class desi nation

217 19.16 Providing orange colour safety foot rest of minimum 6 mm each 120.00 553.70 66,444.00

thick plastic encapsulated as per IS : 10910, on 12 mm

dia steel bar conforming to IS : 1786, having minimum

cross section as 23 mmx25 mm and over all minimum

length 263 mm and width as 165 mm with minimum 112

mm space between protruded legs having 2 mm tread on

top surface by ribbing or chequering besides necessary

and adequate anchoring projections on tail length on 138

mm as per standard drawing and suitable to with stand

the bend test and chemical resistance test as per

specifications and having manufacture's permanent

identification mark to be visible even after fixing, including

fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

19.21 Making connection of drain or sewer line with existing

manhole including breaking into and making good the

walls, floors with cement cincrete 1:2:4 mix (1cement: 2

coarse sand : 4 graded stone aggregate 20mm nominal

size) cement plastered on both sides with cement mortar

1:3 (1cement : 3 coarse sand) finished with a floating

coat of neat cement and making necessary channels for

the drain etc. complete for pipes 100 to 250mm dia.

218 19.21.1 For pipes 100 to 250 mm diameter each 4.00 810.45 3,241.80

12.41 Providing and fixing on wall face unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal ex ansion, i Sin le

12.43 Providing and Fixing on wall face un-plasticised - PVC pipe

clips of approved design to un-plasticised - PVC rain

water pipes by means of 50 x 50 x 50 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

220 12.43.2 wallsmm

110 etc.diameter

complete each 84.00 371.30 31,189.20

221 12.44 Providing and fixing to the inlet mouth of rain water pipe each 6.00 54.70 328.20

cast iron grating 15 cm diameter and weighing not less

than 440 grams.

222 12.22 Making khurras 45x45 cm with average minimum each 6.00 298.25 1,789.50

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,

finished with 12 mm cement plaster 1:3 (1 cement : 3

coarse sand) and a coat of neat cement, rounding the

edges and making and finishing the outlet complete

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

EXTERNAL PLUMBING WORK

HOTRICULTURE PLUMBING

MR-32 Providing UPVC Pipe confirming to IS:4985 of 10kg/sqcm

quickfit type for garden irrigation system cut to required

length pipe to be laid below level in trenches up to

required depth, including excavation in all kind of soil

(hard rock) dewatering, refilling, watering, ramming and

removing the surplus excavated material and putting 100

m sand all-around and making good the same.

224 MR-33 Providing In position Brass Sprinkler including riser pipe & Each 10 2,085 20,847.61

accessories for garden/green area complete as required.

225 MR-34 Providing,in position 25 mm dia Lawn hydrant consisting Each 60 3,451 2,07,043.35

of 25 mm dia Ball Valve, G.I nipple and threaded hose

reciever complete as required.

EXTERNAL SEWERAGE & DRAINAGE NETWORK

2.13 Excavating trenches of required width for pipes, cables,

etc, including excavation for sockets, depth upto 1.5 m,

including getting out the excavated materials, returning

the soil as required in layers not exceeding 20 cm in

depth, including consolidating each deposited layers by

ramming, watering etc., stacking serviceable material for

measurements and disposal of unserviceable material as

directed, within a lead of 50 m :

2.13.1 Ordinary rock :

226 2.13.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding metre 400.00 998.65 3,99,460.00

19.6 Providing and laying non-pressure NP2 class (light duty)

R. . . 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. complete :.

RAIN WATER HARVESTING PIT

23.1 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/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

types of soillevel.

23.3 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

230 23.3.3 200 mm nominal size–in-charge.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

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-

231 23.4.3 charge.

200 mm nominal size dia. Meter 40.00 1255.7 50,228.00

232 23.5 Supplying, filling, spreading & leveling stone boulders of cum 16.00 1509.8 24,156.80

size range 5 cm to 20 cm, in recharge pit, in the required

thickness, for all leads & lifts, all complete as per direction

of Engineer-in-charge.

233 23.6 Supplying, filling, spreading & leveling gravels of size cum 16.00 1538.25 24,612.00

range 5 mm to 10 mm, in the recharge pit, over the

existing layer of boulders, in required thickness, for all

leads & lifts, all complete as per direction of Engineer-in-

234 23.7 Supplying, filling, spreading & leveling coarse sand of size cum 8.00 1538.25 12,306.00

range 1.5 mm to 2 mm in recharge pit, in required

thickness over gravel layer, for all leads & lifts, all

complete as per direction of Engineer –in-charge.

235 23.8 Gravel packing in tubewell construction in accordance with cum 16.00 2024.5 32,392.00

IS: 4097, including providing gravel fine/ medium/

coarse, in required grading & sizes as per actual

requirement, all complete as per direction of Engineer-in-

23.15 Providing and fixing Bail plug/ Bottom plug of required dia

to the bottom of pipe assembly of tubewell as per IS:2800

237 DSR-RA Construction of Recharge well including earth work in each 8.00 183472.43 14,67,779.44

excavation in overarea, foundations in all kinds of

soil/ordinary rock including all lifts and lead, backfilling,

including PCC (1:4:8) work, masonry work, RCC M15

grade work in top slab including reinforcement, centering,

shuttering, 12mm cement plastering (1:3) finished with a

float coat of neat cement, as per techncial specifications,

drawings, all complete.

238 DSR-RA Construction of De-Silting Chamber including earth work each 8.00 37740.15 3,01,921.20

in excavation in overarea, foundations in all kinds of

soil/ordinary rock including all lifts and lead, backfilling,

including PCC (1:4:8) work, masonry work, RCC M15

grade work in top slab including reinforcement, centering,

shuttering, 12mm cement plastering (1:3) finished with a

float coat of neat cement, as per techncial specifications,

drawings, all complete.

239 23.9 Providing and fixing factory made precast RCC perforated each 8.00 1399.95 11,199.60

drain covers, having concrete of strength not less than M-

25, of size 1000 x 450x50 mm, reinforced with 8 mm dia

four nos longitudinal & 9 nos cross sectional T.M.T. hoop

bars, including providing 50 mm dia perforations @ 100 to

125 mm c/c, including providing edge binding with M.S.

flats of size 50 mm mm x 1.6 mm complete, all as per

direction of Engineer-in-charge.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

Providing, laying, jointing & testing of following UPVC.

pipes with solvent cement joint for 8 kg/ sq. cm.

pressures including testing of joints, cost of jointing

materials etc. complete in all respect.(class B) IS: code

BOREWELL AND PUMP SET

23.1 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/ 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

types of soillevel.

23.3 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

242 23.3.3 direction

200 of Engineer

mm nominal size-in-charge.

23.4 Supplying, assembling, lowering and fixing in vertical

position in bore well unplasticized PVC medium well

screen (RMS) pipes with ribs, conformingto IS: 12818,

including hire & labour charges, fittings & accessories

etc.all complete, for all depths, as per direction of

23.4.3 Engineer-in-charge. Metre 108.00 1255.7

243 200 mm nominal size dia 1,35,615.60

244 23.8 Gravel packing in tubewell construction in accordance with Cum 8.00 2024.5 16,196.00

IS: 4097, including providing gravel fine/ medium/

coarse, in required grading & sizes as per actual

requirement, all complete as per direction of Engineerin-

245 23.9 Providing and fixing factory made precast RCC perforated Each 4.00 1399.95 5,599.80

drain covers, having concrete of strength not less than M-

25, of size 1000 x 450x50 mm, reinforced with 8 mm dia

four nos longitudinal & 9 nos cross sectional T.M.T. hoop

bars, including providing 50 mm dia perforations @ 100 to

125 mm c/c, including providing edge binding with M.S.

flats of size 50 mmmm x 1.6 mm complete, all as per

direction of Engineer-in-charge.

246 23.12 Development of tube well in accordance with IS : 2800 Hour 8.00 1085.05 8,680.40

(part I) and IS: 11189, to establish maximum rate of

usable water yield without sand content (beyond

permissible limit), with required capacity air compressor,

running the compressor for required time till well is fully

developed, measuring yield of well by “V” notch method

or any other approved method, measuring static level &

draw down etc. by step draw down method, collecting

water samples & getting tested in approved laboratory, i/c

disinfection of tubewell, all complete, including hire &

labour charges of air compressor, tools & accessories etc.,

all as per requirement and direction of Engineer-in-

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Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

23.13 Providing and fixing suitable size threaded mild steel cap

or spot welded plate to the top of bore well housing/

casing pipe, removable as per requirement, all complete

for borewell of:

23.14 Providing and fixing M.S. clamp of required dia to the top

of casing/housing pipe of tubewell as per IS: 2800 (part

I), including necessary bolts & nuts of required size

23.15 Providing and fixing Bail plug/ Bottom plug of required dia

to the bottom of pipe assembly of tubewell as per IS:2800

18.17 Providing and fixing gun metal gate valve with C.I. wheel

of approved quality (screwed end) :

18.19 Providing and fixing gun metal non- return valve of

approved quality (screwed end) :

18.12 Providing and fixing G.I. pipes complete with G.I. fittings

including trenching and refilling etc.

252 18.12.8 80 mm dia nominal bore Metre 12.00 1041.7 12,500.40

Supplying &installation of required capacity of three

phase, 50 Hz,415V, deep well submersible pump steel

body, as per IS of approved make, suitable upto 6 " tube

well with control panel starter suitable for submersible

pump with dry run protection, single phase preventer,

connections, including clamp, bore cap etc. as required as

per specifications but excluding pipe and connection cable

253 MR-35 5 HP with upto 5 stages, head metre 55-13, discharge Set 2 46,593 93,185.60

Supply intsllation ,testing and commissioning flat

aluminium cable for submersibile pump motor

255 MR-37 Supply installation, testing and commissioning of each 2 13,014 26,027.71

approved make DOL starter 5 hp, 3 phase, 50 Hz, 415V,

i/c single phase preventer, incoming MCB 32A 4P, 10KA ,

in outdoor type enclosure, connections, as required as per

specifications.

256 DSR-E&M- Supplying and fixing TP sheet steel enclosure on surface/ each 2 1707 3414

2025/2.17 recess along with 16/25/32 A 415 V "C" curve TP MCB

complete with connections, testing and commissioning

etc. as required

WATER TREATMENT PLANT

Providing,Fixing,testing and commissioning of pumping

system comprising the following:

1.1 Vertical centrifugal pumps with mechanical seal, SS Volute

casing and SS impeller connected to suitable capacity

TEFC induction motor suitable for 415 ± 10 % volts, 3

phase, 50 cycles A.C. supply with 100 mm dia. pressure

gauges , vibration eliminator pads including MS skid and

mounting of the pumps on the skid. (Motor to be of the

Filter makePump

Capacity : 200 LPM Each Pump (1 SET 1 174608.38 1,74,608.38

Working + 1 Standby) @ 35 M head.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

Supply, installation, testing & commissioning of 2 Nos.

Stainless Steel (SS 304) Perforated Corrugated Bar Screen

(Basket type) of sizes as per drawing with suitable lifting

chain type manual arrangement.

Coarse screen - 22mm spacing

Fine screen - 6 mm spacing

258 Make: Fabricated Set 1 37592.78 37,592.78

3 Supply, assembly, erection, testing and commissioning of

SS/CI submersible grinder type pumps, suitable to handle

pump room drainage having the following capacities,

complete with 3 phase squirrel cage submersible motor of

required HP for 415 ± 10% volts, 3 phase, 50 Hz. A.C.

supply cooled by surrounding liquid, dry running

preventor, G.I. guide pulling chain, all the necessary

piping and accessories, valves, delivery header , pressure

gauge , vibration elimination pads etc. as required

complete in all respects. The rate will also include a three

level sensor, controller and level indication (low, mid and

high) system with a sounder for high level. The pumps will

start as follows: (a) At mid level pump 1 will start. (b) At

high level pump2 will start and there will be a sounder

The above installation shall be complete with sump pump

lifting assembly, ready made electro – galvanized MS

lifting chain, GI pipe header complete with discharge

manifold, flanges, tee, elbow etc. complete including GI

pipe upto the top of sump and including GI union. Header

shall be sized for both pump working under delivery

Capacityof of1.5

lpm against a total head of 10 m (solid SET 1 98410.93 98,410.93

handling 20 mm) (Drainage Pump) (1 Working + 1 Stand

by) (SS Body and SS Impeller and shaft) GRINDER TYPE

MULTIGRADE SAND FILTER

4 Supply, assembly, erection, testing & commissioning of

vertical M.S. Dual Media filter fabricated from 6mm thick

M.S plate shell and 8mm thick M.S. plate dished ends with

3mm non-toxic, non-leaching rubber lining (rubber lining

to be tested for pin-holes by spark tester) inside complete

with initial charge of filter media , face piping (GI, C

Class), diaphragm/butterfly/non-return valves,

accessories, painting, testing and commissioning of any

under drainage system as required, complete.

Capacity : 210 lpm

Filtration rate : 18 M³/M²/hr

Max. operating pressure : 4.0 Kg/Sq.cm

260 Test pressure : 5.0 Kg/Sq.cm SET 1 273874.79 2,73,874.79

ACTIVATED CARBON FILTER

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Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

5 Supply, assembly, erection, testing & commissioning of

vertical M.S. Activated Carbon filter fabricated from 6mm

thick M.S plate shell and 8mm thick M.S. plate dished

ends with 3mm non-toxic, non-leaching rubber lining

(rubber lining to be tested for pin-holes by spark tester)

inside complete with initial charge of filter media activated

carbon, face piping (GI, C Class), diaphragm/ball/non-

return valves, accessories, painting, testing and

commissioning of any under drainage system as required,

Capacity : 210 lpm

Filtration rate : 15 M³/M²/hr

Max. operating pressure : 4.0 Kg/Sq.cm

261 Test pressure : 5.0 Kg/Sq.cm SET 1 325605.18 3,25,605.18

6 Providing and fixing vertical MS softner with resin for

hardness removal. The shell shall be fabricated from MS

plate complete with initial charge of Resin.MS (FRP Lining)

/ HDPE brine tank of suitable capacity with ejector & MS

frontal piping painted with two or more coats of epoxy

point with valves, fittings for service, regeneration and

rinsing alongwith other accessories. Softener shall be

painted with two or more coats of approved epoxy paint

inside as well as outside of softener complete in all respect

including aeration stainless grid for agitation in brine tank

for salt mixing.

Capacity : 210 lpm

Filtration rate : 15 M³/M²/hr

Max. operating pressure : 4.0 Kg/Sq.cm

262 Test pressure : 5.0 Kg/Sq.cm SET 1 389918.63 3,89,918.63

263 supply, installing, testing & commissioning of Ultraviolet SET 1 185793.33 1,85,793.33

dis-infection unit for tertiary treated water (with flow

rating 6.5 LPS) with bypass arrangement. The dis-

infection chamber shall be constructed of SS 316L on all

wetted parts. The UV lamp shall be of low pressure

mercury vapor type with hard glass enclosure, the sockets

shall be water tight & vibration resistant. The lamp life

shall be rated for 9000 hours. The access to the UV lamp

shall be without the need to interrupt the ballast circuit

with all necessary accessories as required, complete in all

264 Supplying, installing, testing and commissioning of SET 1 27805.95 27,805.95

Sodium Hypochloride dosing system consisting of one

HDPE tank of 300 litres capacity with a positive

displacement diaphragm dosing pump having variable flow

rate of 0-8 LPH. The motor shall be suitable for operation

at 240 V / single phase /50 Hz. Supply. The pump shall be

supplied complete with necessary polypropylene piping,

valves, strainers, low level switch and injection fittings.

The pump shall be speed & stroke control.

18.9 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 with one step CPVC

solvent cement, trenching, refilling & testing of joints

complete as per direction of Engineer in Charge.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

265 18.9.7 65 mm nominal dia Pipes RM 10 1674.4 16,744.00

27.11 Supplying, fixing, testing and commissioning of butterfly

valve of PN 1.6 rating with bronze/gunmetal seat duly ISI

marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as requiredd

27.14 Providing, installation, testing and commissioning of non-

return valve of following sizes confirming to IS: 5312

complete with rubber gasket, GI bolts, nuts, washers

etc.as required :

27.15 Providing, installation, testing and commissioning of

stainless steel Y-strainer fabricated out of 1.6 mm thick

stainless steel, Grade 304, sheet with 3 mm dia holes with

stainless steel flange..

271 Design, fabrication, assembling, wiring, supply, SET 1 162025.32 1,62,025.32

installation, testing and commissioning of CONTROL

PANEL centre fabricated out of 14 gauge CRCA sheet

steel. Cable gland plates shall be provided on top as well

as at the bottom of the panels. Panels shall be treated

with all anticorrosive process before painting as per

specifications with 2 coats of red oxide primer and final

approved shade of powder coated paint. 2 Nos. earthling

terminals shall be provided for 3 phase, 4 wire, 50 Hz

supply system. Panel should be complete with Isolation

push button for every equipment and auto manual

selection switches .(As per actual equipment rating and as

per manufacturer standards) including cables , wires .

terminations , GI earthing GI strips and cable tray etc.

MR-38 Supply, Fabrication, Construction, Manufacturing,

Transportation, Supervision of Erection and

Commissioning of Sewage Treatment Plant of capacity 80

Instrumentation

Piping, Fittings and Valves

Electrical Panel, Wiring & Cabling

272 Miscellaneous Set 1 96,45,306 96,45,306.39

273 MR-39 Online Monitoring System Lot 1 7,00,301 7,00,300.92

TOTAL AMOUNT 0 0 10345607.31

TOTAL AMOUNT 0 0 10345607.31

A DISTRIBUTION BOARDS

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

2.3 Supplying and fixing following way, single pole and

neutral, sheet steel, MCB distribution board, 240 V, on

surface/ recess, complete with tinned copper bus bar,

neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But

274 2.3.3 without

12 way, MCB/RCCB/Isolator)

Double door Each 14.00 - 2,871.00

2.4 Supplying and fixing following way, horizontal type three

pole and neutral, sheet steel, MCB distribution board, 415

V, on surface/ recess, complete with tinned copper bus

bar, neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But

without MCB/RCCB/Isolator)

2.1 Supplying and fixing 5 amps to 32 amps rating, 240 volts,

'C' series, miniature circuit breaker suitable for inductive

load of following poles in the existing MCB DB complete

with connections, testing and commissioning etc. as

277 2.10.2 Single pole and neutral Each - 643.00 -

278 2.11 Supplying and fixing single pole blanking plate in the Each 20.00 - 14.00 280.00

existing MCB DB complete etc. as required.

2.14 Supplying and fixing following rating, double pole, (single

phase and neutral), 240 V, residual current circuit breaker

(RCCB), having a sensitivity current 30 mA in the existing

MCB DB complete with connections, testing and

commissioning etc. as required.

DSR E&M - Supplying, fixing, connecting, testing and commissioning

2025 of following rating, ISI marked (IS 8828) 240 / 415 volts,

10 KA, Miniature Circuit Breaker (MCB) of single / double

/ three / four poles in the existing MCB DB or in existing

MS enclosure complete in all respects.

283 2.16 32 Amp. DP MCB Each 1258 -

Supply of XLPE insulated and PVC sheathed AL armoured

cable of 1.1 KV grade confirming to IS : 7098:1988 with

upto date amendments of following sizes:-

10.8 Laying and fixing of following sizes of one number PVC

insulated and PVC sheathed/XLPE Power cable of 1.1kv

grade on cable tray as required.

285 10.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Mtr 400.10 53.00 21,205.30

11.1 Supplying and making end termination with brass

compression gland and aluminium lugs for following size

of PVC insulated and PVC sheathed / XLPE aluminium

conductor cable of 1.1 KV grade as required.

C. HOT DEEP GI CABLE TRAYS & GI RACEWAYS

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Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

4.6 Supplying and installing following size of perforated Hot

Dipped Galvanised Iron cable tray (galvanisation thickness

not less than 50 microns) with perforation not more than

17.5%, in convenient sections, joined with connectors,

suspended from the ceiling with G.I. suspenders including

G.I. bolts & nuts, etc. as required.

287 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 400.00 803.00 3,21,200.00

288 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 470.00 1,062.00 4,99,140.00

289 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm Each 20.00 8,351.00 1,67,020.00

thick including accessories, and providing masonry

enclosure with cover plate having locking arrangement

and watering pipe of 2.7 metre long etc. with charcoal/

coke and salt as required.

290 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 Nos 6.00 15,004.00 90,024.00

mm thick including accessories, and providing masonry

enclosure with cover plate having locking arrangement

and watering pipe of 2.7 metre long etc. with charcoal/

coke and salt as required.

291 5.14 Providing and fixing 25 mm X 5 mm copper strip on Meter 90.00 1,246.00 1,12,140.00

surface or in recess for connections etc. as required.

292 5.15 Providing & fixing of 25mm x 5mm GI strip on surface or Meter 140.00 287.00 40,180.00

recess for earth connection as required.

293 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in Meter 90.00 84.00 7,560.00

recess for loop earthing as required.

E. INTERNAL WIRING:

1.1 Wiring for light point/ fan point/ exhaust fan point/ call

bell point with 1.5 sq.mm FR PVC insulated copper

conductor single core cable in surface / recessed medium

class PVC conduit, with modular switch, modular plate,

suitable GI box and earthing the point with 1.5 sq.mm. FR

PVC insulated copper conductor single core cable etc as

294 1.1.3 required.

1.55 Wiring for group controlled (looped) light point/fan

point/exhaust fan point/ call bell point ( without

independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC

insulated copper conductor single core cable in surface/

recessed PVC conduit, and earthing the point with 1.5 sq.

mm FRLS/HFFR PVC insulated copper conductor single

C etc. as required. Point 1,125.00 - 994.00 11,18,250.00

1.14 Wiring for circuit/ submain wiring alongwith earth wire

with the following sizes of FRLS PVC insulated copper

conductor, single core cable in surface/ recessed PVC

conduit as required.

299 1.31 Supplying and fixing suitable size GI box with modular Each 426.00 545.00 2,32,170.00

plate and cover in front on surface or in recess, including

providing and fixing 3 pin 5/6 A modular socket outlet and

5/6 A modular switch, connections etc. as required.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

300 1.56 Supplying and fixing suitable size GI box with modular Each 570.00 757.00 4,31,490.00

plate and cover in front on surface or in recess, including

providng and fixing 2 Nos. 3 pin 5/6 A modular socket

outlet and 2 Nos. 5/ 6 A modular switch, connections etc.

as required. (For light plugs to be used in non residential

301 1.32 buildings).

Supplying and fixing suitable size GI box with modular Each 446.00 659.00 2,93,914.00

plate and cover in front on surface or in recess, including

providing and fixing 6 pin 5/6 A & 15/16 A modular socket

outlet and 15/16 A modular switch, connections etc. as

302 1.25 Supplying and fixing two module stepped type electronic Each 149.00 402.00 59,898.00

fan regulator on the existing modular plate switch box

including connections but excluding modular plate etc. as

303 1.26 Supplying and fixing modular blanking plate on the Each 200.00 47.00 9,400.00

existing modular plate & switch box excluding modular

plate as required.

304 Civil 10.18 Providing and fixing circular/hexagonal Fan box cast iron Each 149.00 220.65 32,876.85

/metal sheet Box for ceiling fan clamp of internal dia

140mm , 73 mm height,Top id of 1.5mm thick MS sheet

with its Top surface hacked of proper bonding top lid shall

be screwed into cast iron /metal sheet Box by mean of

3.3mm dia round headed screw one lock at the

corners.clamp shall be made of 12mm dia ms Bar band

305 2.18 toshape asand

Supplying per fixing

A, 240 V, SPN Industrial type Each - 1,806.00 -

socket outlet, with 2 pole and earth, metal enclosed plug

top alongwith 20 A "C" curve, SP, MCB, in sheet steel

enclosure, on surface or in recess, with chained metal

cover for the socket outlet and complete with connections,

testing and commissioning etc. as required.

F. LIGHTING FIXTURE AND FANS

DSR E&M - LED Down lighter (SMD Type) (System lumen efficacy

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Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

Supplying, installation, Testing & Commissioning of LED

Recessed / surface Down lighter (Round

/square/Rectangular) SMD type of following body material

with PMMA and prismatic diffuser and construction as per

IS : 10322 with driver as per the requirement with

Driver efficiency >85%, Operating voltage AC 140-270

Volt, freq 50/60 hz, Operating temp range - 15 deg to

40 deg centigrade, internal surge protection of 2.5

KV with Short & Open circuit protection ,THD < 10% ,

P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <

19, Flicker free, (flicker should be below 5 %), life time

(LED,Driver & electrical circuitry), life time of minimum

50000 Burning Hours with , 70% of initial Lumen

maintained till life ends as per LM80 extrapolation IES

6000°K /6500°K (As per ANSI Bin) , SDCM(Standard

Deviation Color Matching) <3, Maximum power

consumption should not more than the specified rating

and Fixture shall be of relevant BIS standard and trade

mark certificate ( T.C.). Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing. OEM

must have its own in house NABL lab setup for all

testing facilities for LED fixtures. complete in all

Powder connections

coated die cast with 1.5 sqaluminum

/ Extruded mm FRLS,BodyPVC

including trim.

8.5 LED Down lighter (COB Type) (System lumen efficacy ≥120 lm/Watt )

Supplying, Installation, Testing & Commissioning of LED

Recessed/surface Down lighter (Round / square/

Rectangular) COB Type of following body material and

construction as per IS : 10322 with driver as per the

requirement with Driver efficiency >85%, Operating

voltage AC 140-270 Volt, frequency 50/60 hz, Operating

temp range -5 0C to 40 0C, internal surge protection of

2.5 KV with Short & Open circuit protection ,THD < 10% ,

P. F.≥0.95, IP20, CRI >80 , UGR (Unified Glare Rating) <

19, Flicker free (flicker should be below 5 %), life time

(LED, Driver & electrical circuitry), life time of minimum

50000 Burning Hours with, 70% of initial Lumen

maintained till life ends , CCT 3000°K / 4000°K / 5700°K

/6500°K (As per ANSI Bin), SDCM(Standard Deviation

Colour Matching) <3, Maximum power consumption

should not more than the specified rating and Fixture shall

be of relevant BIS standard. Manufactures Word Mark/

Name Engraved/ Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for all

testing facilities for LED fixtures. "complete in all respect

i/c external connections with 1.5 sq mm FRLS/HFFR, PVC

insulated copper conductor single core cable and earthing

etc. as required with Minimum 5 year OEM warranty.

307 8.5.2 System

8 lumen efficacy ≥120 <135 lm/Watt output . LM79

8.11 LED Batten light (System lumen efficacy >135 lm/Watt)

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Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

Supplying, installation, Testing & Commissioning of LED

surface mounted Batten light of following body material

and construction as per IS : 10322 with driver

(Replaceable) as per the requirement with Driver

efficiency >85% ,Operating voltage AC 140-270 Volt,

freq 50/60 hz, Operating temp range 15 deg to 40 deg

centigrade, internal surge protection of 2.5 KV with Short

& Open circuit protection ,THD < 10% , P. F.≥0.95, IP20,

CRI >80 , Flicker free (flicker should be below 5 %), life

time (LED,Driver & electrical circuitry), of minimum

50000 Burning Hours with , 70% of initial Lumen

maintained till life ends, CCT 3000°K / 4000°K /

5700°K /6000°K/ 6500°K (As per ANSI Bin), SDCM

(Standard Deviation Color Matching) <3, Maximum

power consumption should not more than the specified

rating and Fixture shall be of relevant BIS standard and

trade mark certificate ( T.C.). Manufactures Word Mark/

Name Engraved/ Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all

respect i/c connections with 1.5 sq mm FRLS, PVC

insulated copper conductor single core cable and earthing

etc. as required with Minimum 5 year OEM warranty.

Sheet efficacy

Body >135 ≥lm/Watt

(Thickness output . LM79 &

9.2 Supply, Installation, Testing and Commissioning of 1200

BEE 5 star rated, ceiling fan with Brush Less Direct

Motor, class of insulation: B, 3 nos. blades, 30 cm long

nos. canopies, shackle kit, safety rope, copper winding,

not less than 0.9, Service Value (CM/M/W) minimum 6.00,

minimum 210 Curn/Min , 350 RPM (tolerance as per IS :

THD less than 10%, remote or electronic regulator unit for

control and all remaining accessories including safety pin,

washers, temperature rise=75 degree C (max.), insulation

more than 2 mega ohm, suitable for 230 V, 50 Hz, single

8.8 LED Panel light 2x2 ft., (System lumen efficacy >135 lm/Watt)

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

Supplying, installation, Testing & Commissioning of Panel

light 2x2 ft., of following body material and construction

as per IS : 10322 with driver as per the requirement with

Driver efficiency >85%, Operating voltage AC 140-270

Volt, frequency 50/60 hz, Operating temp range -5 0C to

40 0C, internal surge protection of 2.5 KV with Short &

Open circuit protection, THD < 10% , P. F.≥0.95, IP20,

CRI >80, UGR (Unified Glare Rating) < 19, Flicker free,

(flicker should be below 5 %), life time (LED, Driver &

electrical circuitry), of minimum 50000 Burning Hours with

, 70% of initial Lumen maintained till life ends ,CCT

3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),

SDCM(Standard Deviation Colour Matching) <3, Maximum

power consumption should not more than the specified

rating and Fixture shall be of relevant BIS standard.

Manufactures Word Mark/ Name Engraved/ Embossing/

Screen printing on housing. complete in all respect i/c

external connections with 1.5 sq.mm FRLS/HFFR, PVC

insulated copper conductor single core cable and earthing

etc. as 44 DELHI SCHEDULE OF RATES (E&M)-2025

required with Minimum 5 year OEM warranty. System

lumen efficacy >135 lm/Watt output . LM79 & LM80 Test

report and all testing required for LED fixtures as per BIS

shall be Coated

Powder submitted.

Sheetsize and(Thickness

Body CCT shall >

311 MR-2 Supplying and Fixing of Exhaust Fan Heavy duty 230V Nos 72.00 2,860.00 2,05,920.00

A.C 50 cycles 225 mm 1400 RPM

312 MR-3 Pop-Up Box (3×6A + Data + HDMI) for confrence room Nos 20.00 6,721.00 1,34,420.00

H LIGHTNING ARRESTER

313 DSR-2025 Providing and fixing of lightning conductor finial, made of Each 8.00 609.00 4,872.00

6.1 25 mm dia 300mm long, G.I. tube, having single prong at

top, with 85mm dia 6mm thick G.I. base plate i ncluding

holes etc. complete as required.

314 DSR 6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on metre 150.00 100.00 15,000.00

parapet or surface of wall for lightning conductor complete

as required.(For horizontal run)

315 DSR 6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on metre 60.00 238.00 14,280.00

parapet or surface of wall for lightning conductor complete

as required.(For vertical run)

316 DSR 6.10 Providing and fixing testing joint, made of 20 mm X 3 mm Each 60.00 140.00 8,400.00

thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts,

nuts, chuck nuts and spring washers etc. complete as

317 DSR 5.2 Earthing with G.I earth Pipe 4.5 metre long, 40mm dia nos 6.00 7,658.00 45,948.00

including accessories and providing masonry enclosure

with cover Plate having locking arrangement and watering

pipe etc with charcoal /coke and salt as required.

318 DSR 6.3 Jointing copper /G.I. tape (with another copper/ GI tape, Each 20.00 139.00 2,780.00

base of the finial or any other metallie object) by riveting

/nut bolting/sweating and soldering etc as required.

319 DSR 6.11 Providing and laying G.I. tape 32 mm X 6 mm from earth meter 60.00 221.00 13,260.00

electrode directly in ground as required.

G UPS / INVERTER

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

DSR 26.2 (E Online UPS- Input supply: Three Phase, Output supply:

& M 2025 ) Three Phase

Supplying, installation, Testing & Commissioning of of

following capacity at

full load (Unity Power Factor) at operating temperature 0

Relative humidity 0 to 95%, Online double conversion true

Uninterrupted hot swappable (allow for the replacement or

battery modules without shutting down the entire system)

Supply (UPS) system with N+1 modules (N denotes total

number of moduels

requird for rated capacity). The UPS shall include a

Rectifier, inverter,

battery bank suitable for 30 minutes back up (Battery VAH

capacity shall not

be less than 1600 VAH per KVA of UPS rating per Hour

backup time) on full

load (Battery shall be VRLA, SMF in ABS Container) and

switch alongwith provision for manual bypass, suitable

isolation transformer

for additional protection against neutral faults etc. UPS

shall have inbuilt

d) Battery: Voltage, Capacity. e) Load: KVA, KW,

f)Temperature: STS, Inverter, PFC. g) Event Logging &

Statistical Data (On

LCD/LED): UPS should capture and display up to 3000

events like: Over

temperature / DC Bus Fail / Fan Fail / Fuse Fail / Overload

/ Short-circuit /

Device Fail / Inverter Fail / Rectifier Fail / Bypass Fail, etc.

h) Statistical Data:

No. of power failures / Transfers to Bypass / Total Running

time, etc. i) Mains

Mode of Operation /Battery Mode of Operation / Bypass

feeding the load /

UPS Fault /Battery charging and discharging, overload,

battery voltage and

battery capacity. j) Audible Alarms : Mains Failure, Battery

Overload, Fault, Shutdown, Input Over, Under Voltage,

Output Over, Under

Voltage, Battery Over, Under Voltage, Over Load and

short circuit, Over

Temperature. The UPS should have QR code which should

320 26.2.3 contain

30KVA (Each Power module shall be < 10 KVA) Set 2.00 5,05,748.00 10,11,496.00

MR -4 1000 KVA 3-Phase Package Substation (CSS)

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"

Sl No. Items Ref. DESCRIPTION Unit QTY Rate (INR) Amount (INR)

(DSR-2023) DSR 2023 Rate DSR-2025 NDSR Rate DSR-2023 /2022 DSR-2025 NDSR Amount

1 11 KV HT PANEL

Supply, Installation, Testing and Commissioning of indoor

type floor mounted metal clad, 2mm thick, 11KV VCB

panel with 1No. 11 kV, 630A 350MVA VCB + 1No. 11 kV,

630A 350MVA VCB Panel with totally enclosed &

electrically interlocked, horizontal drawout, horizontal

isolation type breaker as per IS 13118, as per

specifications, having capacities as mentioned below,

single break, trip free mechanism, manually charged and

auto/manually closing breaker suitable for use on 11kV,

3Phase, 50Hz A.C. supply with short circuit fault level of

350 MVA, complete with self contained electrically

interlocked rack in and rack out mechanism, air insulated

& encapsulated copper bus bars of 800Amp capacity,

breaker featured with mechanical ON/ OFF indicator with

hand trip device, spring release coil, shunt trip coil and

auxiliary switch of 4NO + 4NC , PT 11kv/110volts , IDMT

Relay and equipped with following switchgears and

accessories i/c connections and Outgoing shall be suitable

for 3Cx 185*sq.mm XLPE 11kV cable (cable entry from

bottom/top/side) end termination with heat shrinkable

jointing material, Strip heater with thermostat to prevent

absorption of moisture etc. as required.

INCOMER - Consisting of followings

1 No. 630 Amp. 350 MVA VCB with earth switch.

1 No. 630 Amp. - 11kv/110 volts PT class 0.5 accuracy

and 100va burden with 1 no. voltmeter (0-15kv), digital

type, selector switch for voltmeter & protection fuses/MCB

for HT metering up to 12kv on incomer.

1 NO.- Digital flush type class- 0.5 or better accuracy

multifunction meter showing voltage, ampere, KWH and

power factor, frequency etc. with MDI

Manual push buttons for VCB off, VCB on, & for trip alarm

cancellation. Shunt trip coil, 1 set of three phase R,Y,B

indicating lamps along with 2A SP MCB back up

protection, control terminals & wiring, One number tripple

pole IDMT non-directional relay, two poles arranged for

over current protection and one pole for earth fault

protection. One set inbuilt DC power pack. Cable end box,

trip super vision relay, master trip relay, digital display

power factor meter AC 3 phase, 1 set of solid stat audio

and visual annucinator with test/accept/reset- push button

ane electronic hooter, strip heater with thermostat to

prevent absorption of moisture.

OUTGOING - 1No. Consisting of followings

630 Amp. 350 MVA VCB with earth switch.

Digitally signed by SUJEET

Estimate for "Construction of Regional Office /Circle Office at Ranchi in Jharkhandstatefor Canara Bank"