Construction of 1 no. Inspection Bungalow and 1 no. Directors Bungalow at Mayabazaar, DTPS, Durgapur

ABSTRACT OF COST

DSR- 2023 DSR- 2025

Sl. No. DESCRIPTION A NON DSR AMOUNT

A Proposed New Construction Work

1.0 SUMMARY OF DB

iv Electrification 34,67,229.00 29,89,349.00

v Fire-Fighting 4,80,180.00 3,51,212.00

vii RFID 7,79,119.53

viii LIFT 16,91,630.13

Ix landscaping works 2,98,700.00

2.0 SUMMARY OF IB

iv Electrification 78,98,455.00 17,98,445.00

v Fire-Fighting 5,88,242.00 5,26,818.00

vii RFID 16,24,518.67

viii LIFT 18,38,583.21

ix landscaping works 4,48,050.00

Add: Cost Index @14% on DSR'2023 item for Durgapur project site as per

the latest cost index published by CPWD as per Circular dated 27.08.2025

Sub-Total D 20,55,44,932.27

Cost i/c GST after Multiplication with multiplying factor 0.973 as per

CPWD circular on DSR 2023 items only

Sub-Total including GST F 24,36,32,699.76

Digitally signed by BHABNA

ESTIMATE FOR CONSTRUCTION OF DIRECTORS' BUNGALOW FOR DAMODAR VALLEY CORPORATION (DVC) AT DURGAPUR

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description DSR-Amount Non-DSR-Amount

A. CIVIL WORKS

i) ESTIMATE- SUB-STRUCTURE UPTO PLINTH LEVEL :

SITE CLEARING AND PREPARATION

Surface dressing of the ground including removing

vegetation and inequalities not exceeding 15 cm deep

and disposal of rubbish, lead up to 50 m and lift up to

2.0 EARTH WORK, ANTITERMITE.

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over

2.01 2.6 areas (exceeding 30cm in depth, 1.5m in width as

well as 10 sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and

for all lift, as directed by Engineer-in-Charge.

Filling available excavated earth (excluding rock) in

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

2.02. 2.25 exceeding 20cm in depth, consolidating each 2829.37 Cum 196.00 5,54,556.52

deposited layer by ramming and watering, lead up to

50 m and for all lift .

Supply and stacking of Fly ash conforming to IRC- 58

at site, including carriage, loading , unloading &

stacking up to any lead (measured stacks will be

reduced by 20% for payment).

Filling with available fly ash and earth (excluding

rock) in trenches or embankment in layers (each

layer should not exceed 15 cm), with intermediate

layer of compacted earth (Soil density of 98%) after

every four layers of compacted depth of fly ash, sides

2.04. 2.38 & top layer of filling shall be done with earth having 195.51 Cum 308.20 60,256.18

total minimum compacted thickness 30 cm or as

decided by Engineer -in- charge, including

compacting each layer by rolling/ ramming and

watering , all complete as per drawing and direction

of Engineer -in - charge.

Supplying and filling in plinth with sand under floors,

2.06 2.27 including watering, ramming, consolidating and 409.44 Cum 2123.75 8,69,550.85

dressing complete.

Supplying chemical emulsion in sealed containers

including delivery as specified.

Chlorpyriphos/ Lindane emulsifiable concentrate of

Diluting and injecting chemical emulsion for POST-

2.08 2.35 CONSTRUCTIONAL anti-termite treatment (excluding

the cost of chemical emulsion) :

Along external wall where the apron is not provided

using chemical emulsion @ 7.5 litres / sqm of the

2.08.1 2.35.1.1 vertical surface of the substructure to a depth of 180.00 Metre 38.90 7,002.00

300mm including excavation channel along the wall

& rodding etc. complete: With Chlorpyriphos/

Lindane E.C. 20% with 1% concentration

Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart

2.08.2 2.35.3 including drilling 12 mm diameter holes and plugging

with cement mortar 1 :2 (1 cement : 2 Coarse sand) to

match the existing floor:

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

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

2.09 16.11 Dry stone pitching 22.5 cm thick including supply of 917.12 Sqm 883.15 8,09,954.53

stones and preparing surface complete.

PLAIN CEMENT CONCRETE WORK (CAST-IN-SITU)

Providing and laying in position cement concrete of

3.01 4.1 specified grade excluding the cost of centering and

shuttering - All work

1:2:4 (1 cement : 2upcoarse

to plinth level :

sand(zone-III) derived

3.01.1 4.1.3 from natural sources : 4 graded stone aggregate 20 246.00 Cum 7878.50 19,38,111.00

mm nominal size derived from natural sources)

4.00 REINFORCED CEMENT CONCRETE:

Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and

fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag

cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete,

to improve durability and workability without

4.01 5.33 impairing strength; including pumping of concrete to

site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing

and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

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

4.01.1 5.33.1 All works upto

Concrete plinthgrade

of M25 level with minimum cement

4.02 5.35 Add for using extra cement in the items of design mix 142.23 Quintal 733.50 1,04,325.71

over and above the specified cement content therein.

CENTERING & SHUTTERING

5.00 5.9 Centering and shuttering including strutting,

propping etc. and removal of form for :

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

Lintels, beams, plinth beams, girders, bressumers and

5.03 5.9.6 Columns,

Walls (any Pillars, Piers, Abutments,

thickness) Posts andpilasters,

including attached Struts 164 Sqm 961.30 1,57,653.20

5.04 5.9.2 butteresses, plinth and string courses etc. 41 Sqm 842.50 34,542.50

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete

Thermo-Mechanically upto plinth

Treated level.

bars of grade Fe-500D

7.00 BRICK WORK :

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

modular) bricks of class designation 7.5 in foundation

Cement mortar 1:6 (1 cement : 6 coarse sand)

DAMP-PROOF COURSE:

Providing and laying damp-proof course 50mm thick

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

8.01 4.11 (zone-III) derived from natural sources : 4 graded 264 Sqm 495.75 1,30,962.28

stone aggregate 20mm nominal size derived from

natural sources).

Extra for providing and mixing water proofing

material in cement concrete work in doses by weight

and manufacturer’s

applying a coat ofspecification.

residual petroleum

bitumen of grade of VG-10 of approved quality using

1.7 kg per square metre on damp proof course after

cleaning the surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

ii) SUPER-STRUCTURE ABOVE PLINTH LEVEL :

1.00 REINFORCED CEMENT CONCRETE:

Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and

fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag

cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete,

to improve durability and workability without

impairing strength; including pumping of concrete to

1.01 5.33 site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing

and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

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 or bear the cost

of extra cement.

1.01.1 5.33.2 All works above

Concrete of M25plinth level upto

grade with floor V level cement

1.01.1.1 5.33.2.1 content of 330 kg /cum

Add for using extra cement in the items of design mix 642 Cum. 9860.40 63,30,376.80

1.02 5.35 over and above the specified cement content therein. 211.86 Quintal 733.50 1,55,399.31

2.00 CENTERING & SHUTTERING

Centering and shuttering including strutting,

propping etc. and removal of form for :

Lintels, beams, plinth beams, girders, bressumers and

Suspended floors, roofs, landings, balconies and

access platform

Columns, Pillars, Piers, Abutments, Posts and Struts

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

2.01.5 5.9.7 Stairs, (excluding landings) except spiral-staircases 61 Sqm 764.95 46,661.95

Weather shade, Chajjas, corbels etc., including edges

3.00 REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

4.00 BRICK WORK :

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 level in :

4.01.1 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) 228 Cum. 8752.55 19,95,581.40

Half brick masonry with non modular fly ash bricks of

4.02 6.45 class designation 10, conformingio IS :12894, in

super structure above plinth and upto floor V level.

4.02.1 6.45.2 Cementfor

Extra mortar 1 : 4 (1and

providing cement : 4 coarse

placing sand) 2 Nos

6mm dia. M.S. bars at every third course of half brick

masonry.ird course of half brick masonry.

5.00 FINISHING WORKs :

15 Plaster :plaster on the rough side of single or

5.01.1 13.2 half brick wall of mix :

5.01.2 13.1 12 mm cement plaster of mix :

5.02 Ceiling Plaster :

5.02.1 13.16 6 mm cement plaster of mix :

5.03 External wall Plaster :

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

5.03.1 Ref. No.

13.6 20 mm cement plasterDescription

5.04 Putty works :

Providing and applying white cement based putty of

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete.

5.05 Internal Painting works :

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than 50

gram/litre, of approved manufacturer, of required

shade and colour

New work (two all

or complete : over and including

water thinnable priming coat with cement primer

having VOCpriming

Applying content coats

less than 50 primer

with gram/litre

brand and manufacture, having low VOC (Volatile

Organic Compound ) content.

With water thinnable cement primer on wall surface

having VOC content less than 50 grams/litre.

Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic

5.05.3 13.83 Compound ) content less than 50 grams/ litre. of

approved brand and manufacture, including applying

additional coats wherever required to achieve even

5.06 External wall Painting works :

Finishing walls with Premium Acrylic Smooth

5.06.1 13.47 exterior paint with Silicone additives of required

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

5.06.1.1 13.47.1 sqm over and including priming coat of exterior 256 Sqm 171.10 43,767.38

primer applied @ 0.90 litre/10 sqm)

Finishing walls with textured exterior paint of

required shade :

New work (Two or more coats applied @ 3.28 ltr/10

5.06.2.1 13.45.1 sqm) over and including priming coat of exterior 256 Sqm 223.60 57,241.60

primer applied @2.20kg/10 sqm.

5.07 Synthetic Enamale painting works :

Painting with synthetic enamel paint of approved

5.07.1 13.62 brand and manufacture of required colour to give an

Two or more coats on new work over an under coat

5.07.1.1 13.62.1 of suitable shade with ordinary paint of approved 353 Sqm 226.25 79,866.25

brand and manufacture.

EXTERNAL FAÇADE - STONE CLADDING :

Providing and fixing dry cladding upto 10 metre

heights with 30mm thick gang saw cut stone with

(machine cut edges) of uniform colour andsize upto

1mx1m, fixed to structural steel frame work and/ or

with the help of cramps, pins etc. and sealing the

joints with approved weather sealant as per

Architectural drawing and direction of Engineer-in-

charge. (The steel frame work, stainless steel cramps

and pins etc. shall be paid for separately).

5.08.1 8.20.2 White sandand

Providing stone - 30mm

fixing thick gang

structural steelsaw cut stone

cladding with 30 mm thick gang saw cut with

machine cut edges sand stone) on walls at all heights

using M.S. square/ rectangular tube in the required

pattern as per architectural drawing, including cost of

cutting, bending, welding etc. The frame work shall

5.09 8.21 be fixed to the wall with the help of M.S. brackets/

lugs of angle iron/ flats etc. which shall be welded to

the frame and embedded in brick wall with cement

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

graded stone aggregate 20 mm nominal size) of size

300x230x300 mm, including cost of necessary

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Approved cramps/ pins etc. shall be welded to the Qty Unit Rate (Rs.)

Ref. No. frame work to supportDescription

stone cladding, the steel work

will be given a priming coat of Zinc primer as

approved by Engineer-in-charge and painted with

two or more coats of epoxy paint (Shop drawings

shall be submitted by the contractor to the Engineer-

in-charge for approval before execution). The frame

work shall be fixed in true horizontal & vertical

lines/planes. (Only structural steel frame work shall

Providing and fixing adjustable stainless steel cramps

of approved quality, required shape and size,

adjustable with stainless steel nuts, bolts and washer

(total weight not less than 260 gms), for dry stone

cladding fixed on frame work at suitable location,

including making necessary recesses in stone slab,

drilling required holes etc complete as per direction

of the Engineer-in-charge.

Stone work FAÇADE

(machine- cut edges) for wall lining etc.

(veneer work) upto 10 metre height, backing filled

with a grout of average 12 mm thick cement mortar

1:3 (1 cement : 3 coarse sand) including pointing in

white cement mortar 1:2 (1 white cement : 2 stone

dust) with an admixture of pigment matching the

stone shade : (To be secured to the backing and the

Red sand stone - Exposed face machine cut and table

rubbed with rough backing.

Providing and fixing stainless steel cramps of

required size and shape for anchoring stone wall

5.11.2 8.15 lining to the backing or securing adjacent stones in 288.00 Kg 714.40 2,05,747.20

stone wall lining in cement mortar 1:2 (1 cement : 2

coarse sand), including making the necessary chases

in stone and holes in wallswherever required.

6.00 FLOORING WORKS :

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) :

Extra for pre finished nosing in treads of steps of Kota

Kota sand stone

20 mm thick in risers of steps,

skirting, 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

Providing match theCeramic

laying shade of glazed

the slabs, including

floor tiles of

size 300x300 mm(thickness to be specified by the

manufacturer) of 1st quality conforming to IS : 15622

of approved make in colours such as White, Ivory,

Grey, Fume Red Brown, laid on 20 mm thick cement

mortar 1:4 (1 Cement :4 Coarse sand), jointing with

Providing slurry

and @Vitrified

laying 3.3kg/sqm

tilesincluding pointing

in floor in different

sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and

conforming to IS:15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm

6.05 11.41A thick cement mortar 1:4 (1 cement: 4 coarse sand)

jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the

zero chipping diamond cutter only . Laying of tiles

6.05.1 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Providing and fixing Ist quality ceramic glazed wall Qty Unit Rate (Rs.)

Ref. No. tiles conforming toDescription

IS: 15622 (thickness to be

specified by the manufacturer), of approvedmake, in

all colours, shades except burgundy, bottle green,

6.06 8.31 black of any size as approved by Engineer-in-Charge, 788 Sqm 1267.95 9,99,144.60

in skirting, risers of steps and dados, over 12 mm

thick bed of cement mortar 1:3 (1 cement : 3 coarse

sand) and jointing

Providing with grey

and laying cementtiles

Vitrified slurry

different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08%

and conforming to IS:15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm

6.07 11.41A thick cement mortar 1:4 (1 cement: 4 coarse sand)

jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the

zero chipping diamond cutter only . Laying of tiles

6.07.1 11.41A.1 Double charge vitrified tile polished finish of size

Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer) with

water absorption less than 0.08 % and conforming to

I.S. 15622, of approved make in all colours & shade in

6.08 11.46 skirting, riser of steps, over 12 mm thick bed of

cement mortar 1:3 (1cement: 3 coarse sand), jointing

with grey cement slurry @ 3.3kg/sqm including

grouting the joint with white cement & matching

pigments etc. complete.

Granite Flooring in Lounge & Visitor Area at Ground Floor.

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

6.09 11.56 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.

Polished Granite stone slab of all colour and texture

Providing and Cherry/Ruby

mm thick gang saw cut,

mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity

counters, window sills, facias and similar

6.10 8.2 locations of required size,approved shade, colour

and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints treated

with white cement, mixed with matching pigment,

Granite stone slab all colour and texture except black,

6.10.1 8.2.3 Cherry/ Ruby red

Providing edge moulding to 18 mm thick marble

stone counters, Vanities etc., including machine

6.11 8.3 polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer-in-

6.11.1 8.3.2 Granite work

Cement concrete flooring 1:2:4 (1 cement : 2 coarse 512 Metre 510.95 2,61,606.40

sand : 4 graded stone aggregate) finished with a

6.12 11.3 floating coat of neat cement, including cement slurry,

but excluding the cost of nosing of steps etc.

40 mm thick with 20 mm nominal size stone

Cement plaster skirting up to 30 cm height, with

6.13 11.6 cement mortar 1:3 (1 cement : 3 coarse sand),

finished with a floating coat of neat cement.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Chequerred precast cement concrete tiles 22 mm Qty Unit Rate (Rs.)

thick in footpath Description

&courtyard, jointed with neat

6.14 11.20 cement slurry mixed with pigment to match the shade

of tiles, including rubbing and cleaning etc. complete,

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

Medium shade pigment using 50% white cement

50% Grey cement.

52 mm thick cement concrete flooring with concrete

hardener topping, under layer 40 mm thick cement

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

stone aggregate 20 mm nominal size) and top layer

12 mm thick cement hardener consisting of mix 1:2

(1 cement hardener mix : 2 graded stone aggregate 6

mm nominal size) by volume, hardening compound

mixed @ 2 litre per 50 kg of cement or as per

manufacturer's specifications. This includes cost of

cement slurry, but excluding the cost of nosing of

steps etc. complete.

25mm wooden planking, tongued and grooved in

6.16 11.33 flooring including fixing with iron screws complete

7.00 DOOR & WINDOWS

Providing and fixingWORKs :

ISI marked flush door shutters

conforming to IS : 2202 (Part I) non-decorative type,

7.01 9.21 core of block board construction with frame of 1st

class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face

35 mm thick including ISI marked Stainless Steel butt

hinges with necessary screws

Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought

framed and fixed in position with hold fast lugs or

with dash fasteners of required dia & length (hold fast

lugs or dash fastener shall be paid for separately).

Providing and fixing wooden moulded beading to

door and window frames with iron screws, plugs and

priming coat on unexposed surface etc. complete :

Kiln seasoned and chemically treated hollock wood.

Providing and fixing 2nd class teak wood lipping/

moulded beading or taj beading of size 18X5 mm

fixed with wooden adhesive of approved quality and

screws/ nails on the edges of the Pre-laminated

particle board as per direction of Engineer-in-charge.

Providing & Fixing decorative high pressure

laminated sheet of plain / wood grain in gloss / matt

/ suede finish with high density protective surface

layer and reverse side of adhesive bonding quality

conforming to IS : 2046 Type S, including cost of

adhesive of approved quality.

7.06 FIRE DOOR & FRAME :

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Providing and fixingDescription

fire resistant door frame of

section 143 x 57 mm having built in rebate made out

of 16 SWG G.I. sheet (zinc coating not less than

120gm/sqm) duly filled with vermiculite based

concrete mix, suitable for mounting 60 minutes fire

rated door shutters. The frame is fitted with

intumuscent fire seal strip of size 10x4 mm

(minimum) alround the frame and fixing with dash

fastener of approved size and make, including

applying a coat of approved brand fire resistant

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

charge(Dash fastener to be paid for separately).

Providing and fixing 50 mm thick glazed fire resistant

door shutters of 60 minutes fire rating conforming to

IS:3614 (Part-II) tested and certified as per

laboratory approved by Engineer-in-charge with

suitable mounting on doorframe, consisting of

vertical styles, lock rail, top rail 100mm wide, bottom

rail 200mm wide, made out of 16 SWG G.I. sheet (zinc

coating not less than 120 gm/sqm) duly filled FR

insulation material and fixing with necessary

stainless steel ball bearing hinges of approved make,

including applying a coat of approved fire resistant

primer etc. all complete as per direction of Engineer-

in- charge (pannelling

Providing and fixing to be paidinfor

glazing separately).

fire resistant door

shutters, fixed panels & partitions etc., with G.I.

beading made out 1.6 mm thick G.I. sheet (zinc

coating not less than 120 gm/sqm) of size 20 x 33

mm screwed with M4 x 38 mm SS screws at distance

of 75 mm from the edges and 150 mm c/c, including

applying a coat of approved fire resistant primer/

powder coating of not less than 30 micron on G.I.

beading & special ceramic tape of 5 x 20 mm size etc.

7.02.3 9.138 complete in all respect as per NBC 2016, IS 16231 0.60 Sqm 40405.55 24,243.33

(Part 3) :2016 and as per direction of Engineer-in-

charge with glass of required thickness having 60

minutes of fire resistance both integrity & radiation

control (EW60) and minimum 20 min of insulation

(EI20). The manufacturer has to give test report /

certification of fire glass and the glass should have the

stamp showing the value of E, EW & EI. The glass

shall be tested in approved NABL accredited lab or

Providing and fixing panic bar / latch (Double point)

fitted with a single body, Trim Latch & Lock on back

7.02.4 9.139 side of the Panic Latch of reputed brand and 4.00 Each 8366.15 33,464.60

manufacture to be approved by the Engineer- in-

charge, all complete.

Providing and fixing factory made single extruded

WPC (Wood Polymer Composite) solid

door/window/Clerestory windows & other Frames/

Chowkhat comprising of virgin PVC polymer of K

value 58-60 (Suspension Grade), calcium carbonate

and natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum toxicity

index of 12 for 100 gms) fabricated with miter joints

7.03 26.86 after applying PVC solvent cement and screwed with

full body threaded star headed SS screws having

minimum frame density of 750 kg/cum, screw

withdrawal strength of 2200 N (Face) & 1100 N

(Edge), minimum compressive strength of 58

of elasticity 900 N/mm2 and resistance to spread of

flame of Class A

Note: For WPC solid door/window frames, minus 5

mm tolerance in

dimensions i.e depth and width of profile shall be

acceptable. Variation in profile dimensions on plus

side shall be acceptable but no extra payment on this

account shall be made.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

7.03.1 Ref. No.

26.86.2 Frame size 45 x 85 mm Description 140 Rmtr 926.35 1,29,689.00

7.04 9.122 Providing

fixingtofactory

single extruded

WPC (Wood Polymer Composite) solid plain flush

door shutter of required size comprising of virgin

polymer of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood powder/

rice husk/wheat husk) and non toxic additives

(maximum toxicity index of 12 for 100 gms) having

7.04.1 26.87 minimum density of 650 kg/cum and screw

withdrawal strength of 1800 N (Face) & 900 N

(Edge), minimum compressive strength 50 N/mm2,

modulus of elasticity 850 N/mm2 and resistance to

spread of flame of Class A category with property of

being termite/ borer proof, water/moisture proof

and fire retardant and fixing with stainless steel butt

Providing and fixing aluminium work for doors, 47 Sqm 5015.35 2,35,922.06

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, fixed with rawl

plugs and screws or with fixing clips, or with

7.05 21.1 expansion hold fasteners including necessary filling

up of gaps at junctions, at top, bottom and sides with

required PVC/neoprene felt etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed

echanically wherever required including cleat angle,

Aluminium snap beading for glazing / paneling, C.P.

7.05.1 21.1.1 For fixed portion.

Powder coated aluminium (minimum thickness of

powder coating 50 micron)

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots and

making provision for fixing of fittings wherever

required including the cost of EPDM rubber /

neoprene gasket required (Fittings shall be paid for

Powder coated aluminium (minimum thickness of

powder coating 50 micron)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc. with

EPDM rubber / neoprene gasket etc. complete as per

7.06 21.3 the architectural drawings and the directions of

engineer-in-charge .

(Cost of aluminium snap beading shall be paid in

With float glass panes of 5.5 mm thickness (weight

Providing 12.50

fixing fly proof stainless steel grade

304 wire gauge, to windows and clerestory windows

7.07 9.135 using wire gauge with average width of aperture

1.4mm in both directions with wire of dia. 0.50 mm

7.07.1 9.135.2 With 12 mm mild steel U beading. 28.35 Sqm 1228.00 34,813.80

Providing and/ fixing

Windows : 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

7.08 9.147A 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

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. After fixing frame Description

the gap between frame and

adjacent finished wall shall be filled with weather

proof silicon sealant over backer rod pf approved size

and quality, all complete as per approved drawing

conforming to CPWD specification & direction of

Engineer-in-Charge.

Section of steel reinforcement and cross sections of

uPVC profiles to be as per design approved by

Engineer-in-Charge. Wire mesh / Glazing of plain/

toughened/ laminated/ double glass unit with /

without high performance coatings as per design

requirements and conforming to IS: 3548 & IS:16231

shall be paid separately.

Note:- Structural design proof checked from a

Government Engineering Institute, to be provided by

the manufacturer for:

(i) Sites with basic wind speed > 45 m/sec as per IS

(ii) Sites with structure height more than 20m for all

Three track three panels sliding window with two

glazed & one wire mesh panels with Aluminium

channel for roller track, wool pile, nylon rollers with

Using R4 series with frame (115mm & above) x

(45mm & above) & both glazed and fly screen sash

(44mm & above) x (55mm & above) with zinc alloy

(zamak) powder coated handle on every glazed panel

along with multi-point locking system. (Height above

Casement Door with Double Rebate Frame with one

Side Hung Glazed Panel and one Side Hung wire mesh

Panel with zinc alloy (zamak) 3D hinges, multi- point

locking system with cylinder, zinc alloy (zamak)

powder coated handles on both sides of glazed panel

and zinc alloy (Zamak) powder coated handle along

with multi-point locking system on one side of fly

Using R3 series with frame (110mm & above) x

(45mm & above) & glazed sash (55mm & above) x

(85mm & above) & fly screen sash (55mm & above) x

(65mm & above). (Height upto 2.5 meter).

Providing and fixing steel (white power coated)

7.10 9.153 crescent lock for uPVC sliding window/ door with 40.00 Each 198.30 7,932.00

necessary screws etc. complete.

Providing and fixing factory made 18 mm thick single

extruded WPC (Wood Polymer Composite) solid plain

white colour board Jali, CNC (Computer numeric

control) routed of approved 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 (Suspension Grade), 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

density of 650 kg/cum and screw withdrawal

strength of 1800 N (Face) minimum compressive

strength 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/moisture proof 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 approved 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.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

(Note: M.S (mild steel) framework with priming coat

7.11.1 and necessary SS fasteners and SS screws shall be 70.00 Sqm 3437.15 240600.50

paid separately.

8.00 MS Grill works :

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

frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with approved

steel primer all complete.

Fixed to openings /wooden frames with rawl plugs

9.00 Door / Window Fittings :

Providing and fixing aluminium sliding door bolts

ISI marked anodised (anodic coating not less than

9.01 9.96 grade AC 10 as per IS : 1868) transparent or dyed to

required colour or shade with nuts and screws etc.

Providingmmand fixing aluminium tower bolts ISI 47 Each 303.25 14,252.75

marked anodised (anodic coating not less than grade

9.02 9.97 AC 10 as per IS : 1868 ) transparent or dyed to

required colour or shade with necessary screws etc.

Providing and fixing aluminium handles ISI marked,

9.03 9.100 anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour

or shade with necessary screws etc. complete :

Providing and fixing aluminium extruded section

body tubular type universal hydraulic door closer

(having brand logo with ISi, IS : 3564, embossed on

9.04 9.84 the body, door weight upto 36 kg to 80 kg and door 47 Each 983.15 46,208.05

width from 701 mm to 1000 mm), with double speed

adjustment with necessaryaccessories and screws etc.

Providing and fixing chromium plated brass 100 mm

mortice latch and lock with 6 levers and a pair of

lever handles of approved quality with necessary

Providing complete.

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

With . of 8 mm thickness (weight not

float glass panes

PLINTH PROTECTION, FALSE CEILING, ROOF TREATMENT & OTHER

MISCELLENIOUS WORKS :

MakingProtection :

plinth protection 50mm thick of cement

concrete 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

Cement plaster 1:3 (1 cement: 3 coarse sand) finished

with a floating coat of neat cement.

10.03 False Ceiling works.:

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Providing and fixing false ceiling at all height Qty Unit Rate (Rs.)

Ref. No. Description

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 37 mm, at 1200 mm centre to centre,

one flange fixed to the ceiling with dash fastener 12.5

mm dia x 50 mm long with 6 mm dia bolts, other

10.03.1 12.45 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,

screws in a direction

@ 230 perpendicular

mm interval, to G.I.

including fixing of

gypsum board to ceiling section and perimeter

channel with the help of dry wall screws of size 3.5 x

25 mm at 230 mm c/c, including jointing and

finishing to a flush finish of tapered and square edges

of the board with recommended jointing compound ,

jointing tapes , finishing with jointing compound in 3

layers covering upto 150 mm on both sides of joint

and two coats of primer suitable for board, all as per

manufacturer's specification and also including the

cost of making openings for light fittings, grills,

diffusers, cutouts made with frame of perimeter

12.5 mm thick tapered edge gypsum moisture

resistant board.

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

10.03.2 12.52 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.

GI Metal Ceiling Lay in plain Tegular edge Global

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

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

10.03.2.1 12.52.1 galvanizing of 100 gms/sqm (both sides inclusive) 80 Sqm 1902.95 1,52,236.00

and electro statically polyester powder coated of

thickness 60 microns (minimum), including factory

painted after bending.

10.04 TERRACE WATER PROOFING

10.04.1 22.14 Grading roof for water proofing treatment with

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

graded stone aggregate 20mm nominal size)

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Providing and applying fibre reinforced elastomeric Qty Unit Rate (Rs.)

liquid water proofingDescription

membrane with resilient acrylic

polymers having Sun Reflectivity Index (SRI) of 105

on top of concrete roof in three coats @10.76 litre/

10 sqm. One coat of self-priming of elastomeric

waterproofing liquid (dilution with water in the ratio

of 3:1) and two coats of undiluted elastomeric

waterproofing liquid (dry film thickness of complete

application/system not less than 500 microns). The

10.05 Rain water Pipe :

Providing and fixing on wall face unplasticised Rigid

PVC rain water pipes conforming to IS : 13592 Type

10.05.1 12.41 A, including jointing with seal ring conforming to IS :

5382, leaving 10 mm gap for thermal expansion, (i)

Single socketed pipes.

10.05.1.1 (i)Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC

moulded fittings/accessories for 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 expansion.

Providing and fixing unplasticised -PVC pipe clips of 14 Each 131.85 1,845.90

approved design to unplasticised - PVC rain water

pipes by means of 50x50x50 mm hard wood plugs,

10.06 12.43 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

10.06.1 12.43.2 110 mm and fixing to the inlet mouth of rain water

Providing 56 Each 371.30 20,792.80

pipe cast iron grating 15 cm diameter and weighing

Providing 440fixing

and grams.stainless steel ( Grade 304)

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

including welding, grinding, buffing, polishing and

making curvature (wherever required) and fitting the

same with necessary stainless steel nuts and bolts

10.08 10.28 complete, i/c fixing the railing with necessary 1617 Kg 772.40 12,48,970.80

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

Providing andofplacing

Engineer-incharge, (forallpayment

on terrace (at floor levels)

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

B. PARKING SHED : [ 7.50m LONG x 5.00M WIDE.]

1.0 EXCAVATION & EARTH WORK

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over

1.01 2.6 areas (exceeding 30cm in depth, 1.5m in width as

well as 10 sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and

for all lift, as directed by Engineer-in-Charge.

Filling available excavated earth (excluding rock) in

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

1.02 2.25 exceeding 20cm in depth, consolidating each 1.80 Cum 196.00 352.80

deposited layer by ramming and watering, lead up to

50 m and for all lift .

PLAIN CEMENT CONCRETE WORK (CAST-IN-SITU)

Providing and laying in position cement concrete of

2.01 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. 1:2:4 (1 cement : 2Description

coarse sand(zone-III) derived

2.01.1 4.1.3 from natural sources : 4 graded stone aggregate 20 0.20 Cum 7878.50 1,575.70

mm nominal size derived from natural sources)

3.00 REINFORCED CEMENT CONCRETE:

Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and

fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag

cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete,

3.01 5.33 to improve durability and workability without

impairing strength; including pumping of concrete to

site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing

and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be

3.01.1 5.33.1 All works upto

Concrete plinthgrade

of M25 level with minimum cement

CENTERING & SHUTTERING

3.02 5.9 Centering and shuttering including strutting,

propping etc. footings,

Foundations, and removal of of

bases form for : etc. for mass

3.02.1 5.9.1 concrete

REINFORCEMENT 5.12 Sqm 392.15 2,007.81

Steel reinforcement for R.C.C. work including

3.03 5.22 straightening, cutting, bending, placing in position

and binding all complete

Thermo-Mechanically upto plinth

Treated level.

bars of grade Fe-500D

4 Steel works :

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc., including

cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer, including

welding and bolted with special shaped washers etc.

4.01.1 10.16.2 Hot finishedsteel

Structural seamless

worktype tubes.bolted or welded in 1518.46

built up sections, trusses and framed work, including

4.02 10.2 cutting, hoisting, fixing in position and applying a 76.93 Kg 133.70 10,285.54

priming coat of approved steel primer all complete.

Providing and fixing mild steel round holding down

bolts with nuts and washer plates complete.

Providing and fixing bolts including nuts and washers

5 Roofing Works :

Providing & fixing UV stabilised fiberglass reinforced

plastic sheet roofing up to any pitch, including fixing

with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8

mm dia. G.I plain/bitumen washers complete but

excluding the cost of purlins, rafters, trusses etc. The

sheets shall be manufactured out of 2400 TEX panel

rovigs incorporating minimum 0.3% ultra-violet

stabiliser in resin system under approximately 2400

psi and hot cured. They shall be of uniform

pigmentation and thickness without air pockets and

shall conform to IS 10192 and IS 12866.The sheets

shall be opaque or translucent, clear or pigmented,

textured or smooth as specified.

2 mm thick corrugated (2.5” or 4.2” or 6”) or step-

down (2” or 3” or 6” ) as specified

6 Flooring Works:

Earth work in surface excavation not exceeding 30 cm

in depth but exceeding 1.5 m in width as well as 10

6.01 2.1 sqm on plan including getting out and disposal of

excavated earth upto 50 m and lift up to 1.5 m, as

directed by Engineer-in-Charge:

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Providing and layingDescription

in position cement concrete of

6.03 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand(zone-III) derived

6.03.1 4.1.3 from natural sources : 4 graded stone aggregate 20 3.75 Cum 7878.50 29,544.38

mm nominal size derived from natural sources)

Providing and laying factory made chamfered edge

Cement Concrete paver blocks In foot path, park &

lawns driveway or light & traffic parking etc. of

required strength, thickness & size/ shape, made by

table vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

6.04 16.91 compacted bed of course sand, compacting and

proper embedding/ laying of inter locking paver

blocks into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the joints

with sand and cutting of paver blocks as per required

size and pattern, finishing and sweeping extra sand,

all complete as per manufacturer's specifications &

direction of Engineer in-Charge.

60mm thick Cement concrete paver block of M-35

grade with approved colour, design & pattern

7 Painting & Finishing works :

Painting with aluminium paint of approved brand and

manufacture to give an even shade .

7.01.1 13.63.1 Two or more coats on new work 49.75 Sqm 146.80 7,302.86

BOUNDARY WALL [ 235.00m LONG x2.0M

1.0 EXCAVATION & EARTH WORK

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over

1.01 2.6 areas (exceeding 30cm in depth, 1.5m in width as

well as 10 sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and

for all lift, as directed by Engineer-in-Charge.

Filling available excavated earth (excluding rock) in

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

1.02 2.25 exceeding 20cm in depth, consolidating each 382.47 Cum 196.00 74,964.12

deposited layer by ramming and watering, lead up to

50 m and for all lift .

PLAIN CEMENT CONCRETE WORK (CAST-IN-SITU)

Providing and laying in position cement concrete of

3.01 4.1 specified grade excluding the cost of centering and

shuttering - All work

1:2:4 (1 cement : 2upcoarse

to plinth level :

sand(zone-III) derived

from natural sources : 4 graded stone aggregate 20

mm nominal size derived from natural sources)

4.00 REINFORCED CEMENT CONCRETE:

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

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

4.01 5.33 site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing

and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

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 or bear the cost

of extra cement.

4.01.1 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

4.01.2 5.33.2 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

CENTERING & SHUTTERING

5.00 5.9 Centering and shuttering including strutting,

propping etc. and removal of form for :

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

Lintels, beams, plinth beams, girders, bressumers and

5.03 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 482 Sqm 961.30 4,63,767.17

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

Steel reinforcement for R.C.C. work including

7.00 5.22A straightening, cutting, bending, placing in position

and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

8.00 BRICK WORK :

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 level in :

8.01.1 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) 105 Cum. 8752.55 9,19,017.75

9.00 PLASTERING WORKs :

9.01 External wall Plaster :

9.01.1 13.6 20 mm cement plaster of mix :

10 Steel works :

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc., including

cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer, including

welding and bolted with special shaped washers etc.

10.01.1 10.16.2 Hot finished seamless type tubes. 968.40 Kg 206.35 1,99,829.34

Structural steel work riveted, bolted or welded in

10.02 10.2 built up sections, trusses and framed work, including 2200.00 Kg 133.70 2,94,140.00

cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Providing and fixing Description

M.S. grills of required pattern in

frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with approved

steel primer all complete.

Fixed to openings /wooden frames with rawl plugs

11 Painting & Finishing works :

Finishing walls with Acrylic Smooth exterior paint of

11.01 13.46 required shade :

New work (Two or more coat applied @ 1.67 ltr/10

11.01.1 13.46.1 sqm over and including priming coat of exterior 892.50 Sqm 160.60 1,43,335.50

primer applied @ 0.90 litre/10 sqm)

Painting with synthetic enamel paint of approved

11.02 13.62 brand and manufacture of required colour to give an

Two or more coats on new work over an under coat

11.02.1 13.62.1 of suitable shade with ordinary paint of approved 222.00 Sqm 226.25 50,227.50

brand and manufacture.

D. 6 M WIDE ROAD [ Considering 60.0M Long Road ( As per Drawing) ]

Earth work in excavation by mechanical means

(Hydraulic excavator)/ manual means over areas

1 2.6.1 (exceeding 30 cm in depth, 1.5 m in width as well as 567 Cum 177.50 1,00,642.50

10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and for all lift, as

directed by Engineer-in-charge.All kinds of soil

Excavating, supplying and filling of local earth

(including royalty) by mechanical transport upto a

2 2.25A lead of skm also including ramming and watering of 296.1 Cum 700.50 2,07,418.05

the earth in layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Preparation and consolidation of sub grade with

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm depth,

3.0 16.1 dressing to camber and consolidating with road roller 504.00 Sqm 218.90 110325.60

including making good the undulations etc. and re-

olling the sub grade and disposal of surplus earthwith

lead upto 50 metres.

4.0 16.3 Supplying and stacking at site.

4.1 16.3.1 90 mm to 45 mm size stone aggregate. 127.01 Cum 2098.40 266513.59

4.2 16.3.2 63 mm to 45 mm size stone aggregate. 101.61 Cum 1636.05 166233.15

4.3 16.3.3 53 mm to 22.4 mm size stone aggregate. 107.96 Cum 1842.30 198888.81

Over burnt (Jhama) brick aggregate 120 mm to 40

Over burnt (Jhama) brick aggregate 90 mm to 45 mm.

4.6 16.3.6 Stone screening 13.2 mm nominal size (Type A). 0.00 Cum 2034.35 0.00

4.7 16.3.7 Stone screening 11.2 mm nominal size (Type B). 0.00 Cum 2247.75 0.00

Laying, spreading and compacting stone aggregate of

specified sizes to WBM specifications in uniform

thickness, hand picking, rolling with 3 wheeled road /

vibratory roller 8-10 tonne capacity in stages to

proper grade and camber, applying and brooming

requisite type of screening / binding material to fill

up interstices of coarse aggregate, watering and

compacting to the required density

Laying water bound macadam sub-base with brick

aggregate and binding material, earth etc. including

screening, sorting and spreading to template and

consolidation with light power road-roller etc.

complete.(payment for brick aggregate and moorum

etc. to be made separately)

Over burnt (Jhama) brick aggregate 120 mm to 40

Over burnt (Jhama) brick aggregate 90 mm to 45 mm.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Construction of dry Description

lean cement concrete sub base

over a 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, aggregate gradation 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 with a mechanical

paver, compacting with 8-10 tonne vibratory roller,

finishing and curing etc. complete as per direction of

Engineer-in-charge.

Providing and laying design mix cement concrete of

M-30 grade, in roads/ taxi tracks/ runways, using

cement content as per design mix, using coarse sand

and graded stone aggregate of 40 mm nominal size in

appropriate proportions as per approved & specified

design criteria, providing dowel bars with sleeve/ tie

bars wherever required, laying at site, spreading and

compacting mechanically by using needle and surface

vibrators, levelling to required slope/

camber,finishing with required texture, including

steel form work with sturdy M.S. channel sections,

curing, making provision for contraction/ expansion,

construction & longitudinal joints (10 mm wide x 50

mm deep) by groove cutting machine, providing and

filling joints with approved joint filler and sealants,

complete all as per direction of Engineer-in-charge

(Item of joint fillers, sealants, dowel bars with sleeve/

tie bars to be paid separately).

Note: Cement content considered in M-30 is @

340Kg/Cum. Excess/Less cement used as per design

mix is payable, recoverable separately.

Cement concrete manufactured in automatic batching

8.1 16.43.2 plant (RMC plant) i/c transportation to site in transit 54.00 Cum 11098.45 599316.30

Providing and filling in position rubberized bitumen

hot sealing compound for sealing of expansion joints Per cm depth

9.0 16.46 in roads / pavements all complete as per direction of 360.00 per cm width 8.65 3114.00

the Engineer-in-Charge. per m length

Using grade 'A' sealing compound conforming to IS:

Construction of granular sub-base by providing close

graded Material conforming to specifications, mixing

in a mechanical mix plant at OMC, carriage of mixed

material by tippers to work site, for all leads & lifts,

spreading in uniform layers of specified thickness

with motor grader on prepared surface and

compacting with vibratory power roller to achieve

the desired density, complete as per specifications

and directions of Engineer-in-Charge.

With material conforming to Grade-I (size range 75

mm to 0.075 mm) having CBR Value-30

E. 20,000 litre CAPACITY UGR FOR DIRECTORS' BUNGALOW [ Inside Dimension: 5.0m long x 2.50m wide x 1.75m water-depth.]

1.0 EXCAVATION & EARTH WORK

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over

areas (exceeding 30cm in depth, 1.5m in width as

well as 10 sqm on plan) including getting out and

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

Filling available excavated earth (excluding rock) in

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

1.02. 2.25 exceeding 20cm in depth, consolidating each 82.54 Cum 196.00 16,177.84

deposited layer by ramming and watering, lead up to

50 m and lift up to 1.5 m.

2.00 PLAIN CEMENT CONCRETE WORK

Providing and laying in position cement concrete of

2.01 4.1 specified grade excluding the cost of centering and

shuttering - All work

1:2:4 (1 cement : 2upcoarse

to plinth level :

sand(zone-III) derived

2.01.1 4.1.3 from natural sources : 4 graded stone aggregate 20 3.15 Cum 7878.50 24,817.28

mm nominal size derived from natural sources)

3.00 REINFORCED CEMENT CONCRETE:

Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and

fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag

cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete,

to improve durability and workability without

impairing strength; including pumping of concrete to

3.01 5.33 site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing

and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

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 or bear the cost

of extra cement.

3.01.1 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

CENTERING & SHUTTERING

4.00 5.9 Centering and shuttering including strutting,

propping etc. and removal of form for :

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

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

5.00 PLASTERING WORKs :

5.01 Internal Plaster :

15 mm cement plaster on the rough side of single or

half brick wall of mix :

5.02 13.18 Neat cement punning 89 Sqm 79.95 7,075.58

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

sand : 4 graded stone aggregate) finished with a

5.03 11.3 floating coat of neat cement, including cement slurry,

but excluding the cost of nosing of steps etc.

40 mm thick with 20 mm nominal size stone

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Providing and fixingDescription

in position pre-cast R.C.C.

6 19.19 manhole cover and frame of required shape and

approved quality

6.1.1 19.19.4.1 Circular shape 560 mm internal dia. 3 Each 2123.80 6,371.40

F. BORING TUBE-WELL :

Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS:

2800 (part I), including collecting samples from

1.0 23.1 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 below ground level.

1.01 23.1.1 All types of soil

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

2 23.2 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, beyond 90 metre & upto 150 metre depth

below ground level.

1.1 23.2.1 All types of soil

Supplying, assembling, lowering and fixing in vertical

position in bore well, ERW (Electric Resistance

Welded) FE 410 mild steel screwed and socketed/

plain ended casing pipes of required dia, conforming

to IS: 4270, of reputed & approved make, including

painted with outside surface with two coats of

anticorrosive paint of approved brand and

manufacture, including required hire & labour

charges, fittings & accessories, all complete, for all

depths, as per direction of Engineer-in-charge.

100 mm nominal size dia having minimum wall

thickness 5.00 mm

200 mm nominal size dia having minimum wall

thickness 5.40 mm

Supplying, assembling, lowering and fixing in vertical

position in bore well, ERW (Electric Resistance

Welded) FE 410 plain slotted (having slot of size

1.6/3.2 mm) mild steel threaded and socketed /

plain bevel ended pipe (type A) of required dia,

4 23.11 conforming to IS: 8110, of reputed and approved

make, having wall thickness not less than 5.40 mm,

including painted with outside surface with two coats

of anticorrosive bitumastic paint of approved brand

and manufacture, including hire & labour charges,

fittings & accessories, all complete, for all depths, as

per direction of Engineer -in-charge.

Gravel packing in tubewell construction in

accordance with IS: 4097, including providing gravel

5 23.8 fine/ medium/ coarse, in required grading & sizes as 20 Cum 2024.50 40,490.00

per actual requirement, all complete as per direction

of Engineer- in-charge.

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 bore well of:

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

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 complete.

Providing and fixing Bail plug/ Bottom plug of

8 23.15 required dia to the bottom of pipe assembly of

tubewell as per IS:2800 (part I).

Development of tube well in accordance with IS :

2800 (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-

Supplying, assembling, lowering and fixing in vertical

10 position in bore well, ERW (Electric Resistance 1.00 Nos 1,581.00 1,581.00

Welded) FE 410 mild steel screwed or welded

REDUCER-SOCKET ( 200mm to 100mm dia) .

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

11 18.12 fittings including trenching and refilling etc. : External

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

wheel of approved quality (screwed end) :

Providing and fixing gun metal non- return valve of

approved quality (screwed end) :

13.1 18.19.4 50 mm nominal bore

M.R S.I.T.C. 5.0 HP Submerssible Pump (vertical type-

(Ref. RA-10) suitable for suctioning water from Bore-well),

including necessary cables, wirring etc all complete.

G. RAIN-WATER HARVESTING WORK:

Construction of Recharge Pit.

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over

1 2.6 areas (exceeding 30cm in depth, 1.5m in width as

well as 10 sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and

for all lift, as directed by Engineer-in-Charge.

Extra for every additional lift of 1.5 m or part thereof

2 2.26 in excavation /banking excavated or stacked

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

Filling available excavated earth (excluding rock) in

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

3 2.25 exceeding 20cm in depth, consolidating each 26.25 Cum 196.00 5145.00

deposited layer by ramming and watering, lead up to

50 m and lift up to 1.5 m.

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

modular) bricks of class designation 7.5 in foundation

Cement mortar 1:6 (1 cement : 6 coarse sand)

Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS:

2800 (part I), including collecting samples from

5 23.1 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 below ground level.

5.1 23.1.1 All types of soil

Supplying, assembling, lowering and fixing in vertical

position in bore well, ERW (Electric Resistance

Welded) FE 410 plain slotted (having slot of size

1.6/3.2 mm) mild steel threaded and socketed / plain

bevel ended pipe (type A) of required dia, conforming

6 23.11 to IS: 8110, of reputed and approved make, having

wall thickness not less than 5.40 mm, including

painted with outside surface with two coats of

anticorrosive bitumastic paint of approved brand and

manufacture, including hire & labour charges, fittings

& accessories, all complete, for all depths, as per

direction of Engineer -in-charge.

6.1 23.11.3 200 mm nominal size dia 15.00 Metre 2571.05 38565.75

Gravel packing in tubewell construction in

accordance with IS: 4097, including providing gravel

7 23.8 fine/ medium/ coarse, in required grading & sizes as 5.00 Cum 2024.50 10122.50

per actual requirement, all complete as per direction

of Engineer- in-charge.

Supplying, filling, spreading & leveling stone boulders

of 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.

Supplying, filling, spreading & leveling gravels of size

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

9 23.6 existing layer of boulders, in required thickness, for 5.00 Cum 1538.25 7691.25

all leads & lifts, all complete as per direction of

Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of

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

10 23.7 required thickness over gravel layer, for all leads& 5.00 Cum 1538.25 7691.25

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

Structural steel work riveted, bolted or welded in

11 10.2 built up sections, trusses and framed work, including 250.00 Kg 133.70 33425.00

cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete.

Digitally signed by BHABNA

DSR'23 Amount (Rs.)

SI. No. Qty Unit Rate (Rs.)

Ref. No. Description

Supplying, fitting and fixing DWC (Double Wall

Corrugated) HDPE drainage pipes with smooth inner

surface for high-flow capacity and a corrugated outer

surface for structural strength. Conforming to

standards like IS 16098 (Part-2), SN4/SN8 stiffness

classes, superior corrosion resistance pipe, 200mm

dia, including cost of jointing materials etc. fitting

M.R. and fixing all necessary specials, cutting pipes, cutting

(Ref. RA-11) holes in walls or R.C. floor where necessary and

mending good all damages excluding the cost of

masonry or concrete work, if necessary, but including

the cost and fitting and fixing holder bat clamps (any

floor) or for underground work including cutting

trenches upto 1.5 metre and refilling the same

complete as per direction of the Engineerin-charge.

(Payment will be made on centre line measurement

of the total pipeline including specials.:

Providing and fixing square-mouth S.W. gully trap

class SP-1 complete with C.I. grating brick masonry

chamber with water tight C.I. cover with frame of 300

x300 mm size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less than 2.70

kg as per standard design:

13.1 19.4.3 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5

Total of Civil Works = 8,32,70,525.97 1,78,452.00

Sub-Total of Scheduled & Non-Scheduled Items 8,34,48,977.97

Digitally signed by BHABNA

ESTIMATE FOR CONSTRUCTION OF DIRECTORS' BUNGALOW FOR DAMODAR VALLEY CORPORATION (DVC) AT DURGAPUR

SI. No. DSR Description Amount (Rs.)

Ref. No. Qty Unit Rate (Rs.) DVC Sch.Items'

DSR-Amount Non-DSR-Amount

SANITARY FIXTURES & FITTINGS

3 DVC Sch. Providing, fitting & fixing C.P. Centre hole basin

18.N.30 mixture (Jaquar make) Cat No. 7167B or equivalent 29 Each 6852.57 1,98,724.63

all complete as per the directions of the Engineer In

4 DVC Sch. Charge

Providing & fixing C.P. Pillar cock Cat No.7011

18.N.32 (Jaquar make) or equivalent all complete as per the 20 Each 2600.73 52,014.69

directions of the Engineer In Charge

6 18.21 Providing and fixing uplasticised PVC connection

pipe with brass unions :

8 17.75 Providing and fixing PTMT 15 mm Urinal spreader

size 95x69x100 mm with 1/2" BSP thread and 4 each 107.20 428.80

shapes, weighing not less than 60 gms.

9 17.76 Providing and fixing PTMT urinal cock of approved

9.1 17.76.1 quality

15 mm and colour.

nominal bore, 80 mm long. 42 mm high and

30 mm wide with BSP female threads weighing not 4 each 175.40 701.60

less than 48 gms.

10 17.34 Providing and fixing toilet paper holder :

11 17.71 Providing and fixing PTMT liquid soap container 109

mm wide, 125 mm high and 112 mm distance from

wall of standard shape with bracket of the same 0 Each 168.35 0.00

materials with snap fittings of approved quality and

colour, weighing not less than 105 gms.

12.0 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 :

12.1 17.32.3 Oval shape 450x350 mm (outer dimensions) 24 Each 1377.10 33,050.40

12.2 17.32.4 Rectangular shape 1500x450 mm 5 Each 2093.00 10,465.00

13 WB PWD Supplying, fitting and fixing Hand Shower (Health

SOR. 2017 ; Faucet) with 1mtr Fexible Tube with Wall Hook of

VOL. II ; Page approved make. 26 Each 1,476.18 38,380.68

14 M.R. Providing & fixing, testing and commissioning of

instant electric water heater with electric element,

pressure release valve, brackets fixed to expansion

fasteners with M.S. nuts and bolts all complete

including cutting and making good the walls

wherever required.

14.1 (Ref. RA-8) 5 litres capacity / 3 kw 29 Each 8,790.59 2,54,927.09

15.00 17.10 Providing and fixing Stainless 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 required :

15.1 17.10.2 Kitchen sink without drain board

16 (Ref. RA-7) Providing and fixing of stainless steel finish Paper

Towel Dispenser having capacity of 300-350 paper

towels fixed to wooden cleats with C.P. brass screws

17 M.R. Supplying, fitting and fixing UPVC pipes (B Type) &

(Ref. RA-2) fittings conforming to IS-13592-1992: for above

ground work including cost of jointing materials etc.

fitting and fixing all necessary specials, cutting pipes,

cutting holes in walls or R.C. floor where necessary

and mending good all damages excluding the cost of 300 Rmt 715.00 2,14,500.00

masonry or concrete work, if necessary, but including

the cost and fitting and fixing holder bat clamps (any

floor) or for underground work including cutting

trenches upto 1.5 metre and refilling the same

18 19.1 complete aslaying

Providing, per direction of the

and jointing Engineerin-charge.

glazed stoneware pipes

class SP-1 with stiff mixture of cement mortar in the

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

testing of joints etc. complete :

19 19.2 Providing and laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 graded stone aggregate

40 mm nominal size) all-round S.W. pipes including

bed concrete as per standard design :

Digitally signed by BHABNA

SI. No. DSR Description Amount (Rs.)

19.7No. Constructing brick masonry manhole in cement Qty Unit Rate (Rs.)

mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top

slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand

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

size), foundation concrete 1:4:8 mix (1 cement : 4

coarse sand (zone-III) : 8 graded stone aggregate 40

mm nominal size), inside plastering 12 mm thick

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

finished with floating coat of neat cement and

making channels in cement concrete 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone aggregate 20 mm

20.1 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I.

cover with frame (light duty) 455x610 mm internal

dimensions, total weight of cover and frame to be not

less than 38 kg (weight of cover 23 kg and weight of

20.1.1 19.7.1.1 frame 15 kg) : burnt clay F.P.S. (non modular) bricks

of class designation 7.5 15 Each 12770.55 1,91,558.25

20.2 19.8 Extra for depth for manholes

20.2.1.1 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 10.00 m 8825.40 88,254.00

20.3 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I.

cover with frame (heavy duty) 560 mm internal

diameter, total weight of cover and frame to be not

less than 208 kg (weight of cover 108 kg and weight

common : clay F.P.S. (non modular) bricks

of class designation 7.5

20.4 19.8 Extra for depth for manholes

20.4.1.1 19.8.2.1 With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5

21 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with

45 x 45 cm dry brick honey comb shaft with bricks

and S.W. drain pipe 100 mm diameter, 1.8 m long

complete as per standard design.

21.1 19.32.1 With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5

D WATER SUPPLY

1 18.7 Providing and fixing Chlorinate Polyvinyl Chloride

(CPVC) pipes having thermal stability for hot & cold

water supply including all (CPVC) plain & brass

threaded fittings including fixing the pipe with

clamps at 1.00 m spacing. This including jointing of

pipes & fittings with one step CPVC solvent cement

and testing of joints complete as per direction of

engineer in charge. .

Internal Work - Exposed on Wall

1.1 18.7.4 32 mm nominal outer dia pipes. 48.28 Metre 518.75 25,047.50

1.2 18.7.5 40 mm nominal outer dia pipes. 47.97 Metre 702.95 33,717.50

2 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, i/c fixing the pipe with clamps at

1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and the

cost of cutting chases and making good the same

including testing of joints complete as per direction

of Engineer in Charge. :Concealed work, including

cutting chases and making good the walls etc.

2.1 18.8.1 15 mm nominal outer dia .Pipes. 60 Metre 497.80 29,868.00

2.2 18.8.2 20 mm nominal outer dia .Pipes. 50 Metre 537.60 26,880.00

2.3 18.8.3 25 mm nominal outer dia .Pipes. 45 Metre 627.25 28,226.25

2.4 18.8.4 32 mm nominal outer dia .Pipes. 40 Metre 739.30 29,572.00

3 18.55 Providing and fixing PTMT stop cock of approved

quality and colour.

3.1 18.55.1 15 mm nominal bore, 86 mm long. Weighing not less

3.2 18.55.3 Concealed stop cock, 15 mm nominal bore, 108mm

long. Weighing not less than 108 gms.

4 DVC Sch, Providing & fixing C.P. Stop cock Cat No.7057 (Jaquar

18 N 31 make) or equivalent all complete as per the 62 Each 2513.98 155866.830

directions of the Engineer In Charge

5 18.54 Providing and fixing PTMT bib cock of approved

quality and colour.

5.1 18.54.1 15mm nominal bore, 86 mm long. Weighing not less

6 DVC Sch, Providing & fixing C.P. Bib cock Cat No.7037 (Jaquar

18 N 33 make)or equivalent all complete as per the directions 29 Each 2600.73 75421.296

of the Engineer In Charge

Digitally signed by BHABNA

SI. No. DSR Description Amount (Rs.)

DVC No. Providing & fixing C.P. wall mixture three in one Qty Unit Rate (Rs.)

18 N 34 system with provision for bath telephonic shower

and overhead shower complete with 115mm long

bent pipe and wall flanged (without hand overhead 29 Each 8842.41 256430.006

shower) (Jaquar make), Cat No.7281 or equivalent all

complete as per the directions of the Engineer In

8 DVC Sch, Providing & fixing C.P. telephonic shower (Jaquar

18 N 35 make) Cat No.7547 or equivalent all complete as per

the directions of the Engineer In Charge including all

accessories complete

9 DVC Sch, Providing & fixing C.P. shower (Jaquar make)

18 N 36 (overhead shower - Cat No.7489)or equivalent all

complete as per the directions of the Engineer In

Charge including all accessories complete

10 DVC Sch, Providing & fixing towel rail (Jaquar make - Cat

18 N 37 No.1111) 24" long or equivalent all complete as per

the directions of the Engineer In Charge including all

accessories complete

11 DVC Sch, Providing & fixing towel ring (Jaquar make - Cat

18 N 38 No.1121)or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

12 DVC Sch, Providing & fixing Soap dish (Jaquar make - Cat

18 N 39 No.1131) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

13 DVC Sch, Providing & fixing Toilet paper holder (Jaquar make -

18 N 40 Cat No.1151) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

14 DVC Sch, Providing & fixing Glass shelf - 24" (Jaquar make - Cat

18 N 41 No.1171) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

15 DVC Sch, Providing & fixing Tumber holder (Jaquar make - Cat

18 N 42 No.1141) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

16 DVC Sch, Providing & fixing towel rack (Jaquar make - Cat

18 N 43 No.1181) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

17 DVC Sch, Providing & fixing C.P. Waste Cat No.A11D705

18 N 44 (Jaquar make) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

18 DVC Sch, Providing & fixing 32mm Waste pipe of best quality

18 N 45 all complete as per the directions of the Engineer In

Charge including all accessories complete

19 DVC Sch, Providing & fixing Copper cover pipe/Steel jali of

18 N 46 best quality as per the directions of the Engineer In 29 Each 144.49 4190.072

Charge including all accessories complete

20 DVC Sch, Providing & fixing wash basin (55x43cm)

18 N 47 constellation tape holes three semi punched beige

colour with pedestal Cat No.10032 all complete (Hind

ware make) or equivalent all complete as per the

directions of the Engineer In Charge including all

accessories complete

21 DVC Sch, Providing & fixing EWC constellation with cistern

18 N 48 (80x30x70cms) including S or P trap (Cat No.EWC-

20024 & Cistern 21016)(Hindware make) or

equivalent all complete as per the directions of the

Engineer In Charge including all accessories

22 DVC Sch, Providing & fixing half stall urinal flat back large (Cat

18 N 49 No.60002) size 58x37.5x39cms or equivalent all

complete as per the directions of the Engineer In

Charge including all accessories complete

23 18.58 Providing and fixing PTMT grating of approved

quality and colour.

23.1 18.58.1 Circular type.

23.1.2 18.58.1.2 125 mm nominal dia with 25 mm waste hole. 86 Each 51.85 4,442.00

24 18.17 Providing and fixing gun metal gate valve with C.I.

wheel of approved quality (screwed end) :

Digitally signed by BHABNA

SI. No. DSR Description Amount (Rs.)

18.74 Providing and fixing unplasticised P.V.C connection Qty Unit Rate (Rs.)

pipe with PTMT Nuts coller and bush of approved

quality and colour.

25.1 18.74.2 15mm nominal bore with 45cm length 50 Each 121.90 6,095.00

26 18.78 Making chases up to 7.5x7.5 cm in walls including

making good and finishing with matching surface 250 Rmtr 202.90 50,725.00

after housing G.I. pipe etc.

27 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and

roofs for passing drain pipe etc. and repairing the

hole after insertion of drain pipe etc. with cement

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

stone aggregate 20 mm nominal size), including

finishing complete so as to make it leak proof.

28 MR 5 Hp 42 mtr head Surface Mounted Motor Coupled

(Ref. RA-3) Stainless Steel Monoblock Pumpset including 1 Each 90373.23 90373.23

necessary cables, wirring etc all complete.

Total of PHE works [ DSR + NON-DSR + DVC SCH.] = 46,99,978.12

Digitally signed by BHABNA

Name of work:— Design, supply, delivery, installation, testing & commissioning of HVAC system for proposed DVC Directors Bungalow at

ITEM DESCRIPTION RATE IN

Unit QTY Amount MR Amount DSR REF NO

A. SCHEDULED ITEMS

Supply, Installation, Testing & Commissioning of

Modular type Variable Refrigerant Flow/Variable

Refrigerant Volume air cooled Outdoor units suitable

for cooling/heating having 100% hermetically sealed

inverter type twin Rotary/Scroll Compressor(s),

minimum two compressors (with individual seperate

PCB) for above 14HP modules, microprocessor based

Controller, top discharge type condensing unit(s), with

R-410-A Refrigerant or equivalent, vibration Isolators

with suitable foundation etc. complete as required. To

have better efficiency condensor fan shall be capable to

Delhi Schedule of Rates

operate at different speed with respect to load. The

(Items for VRF/VRV AIR-

1 unit shall deliver the rated capacity and in

CONDITIONING SYSTEM)-

confirmation as per IS 18728:2024 and CPWD

Specifications and work even at 50°C ambient

temperature without tripping. The system shall be able

to deliver 100% of the rated capacity upto 39 Degree

Celcius. The unit shall be suitable to work on 400V +/-

10%, 3 Phase, 50HzAC power supply and BMS

compatible. The unit shall be filled with first charge of

the refrigerant and ready for use as required. The

condenser should be coated with a hydrophilic film to

prevent water accumulation on the surface of the heat

exchanger, enhance water dispersion, and reduce the

risk of degradation, thereby improving overall

1.1 10HP TO 12HP (10HP TFA+10HP TFA+12 HP) PER HP 32 ₹ 20,083 ₹ 6,42,656 Page 233 Item No. 31.1.2

2 HIGH STATIC DUCTABLE UNITS

Supplying, Installation, Testing and Commissioning of

following minimum capacity and external static

VRF/VRV ceiling mounted mid high static ductable type

Indoor unit equipped with washable synthetic media

fan section with low noise fan/dynamically balanced

blower, multispeed motor, coil section with DX copper

electronic expansion valve, corded remote control,

cabinet, vibration Isolators, drain pan, drain pump,

other Delhi Schedule of Rates

necessary supports etc., suitable for operation on single (Items for VRF/VRV AIR-

2.1 phase AC supply 230 V ± 10%, 50 Hz complete as CONDITIONING SYSTEM)-

required. The Indoor units must shut down upon 2025, PAGE- 239

a singal from the BMS System/Fire Singnals. The

shall be capable to adjust air flow as per room

automatically. The cooling capacity of indoor unit will

air inlet conditions of 27 0C DB and 19 0C WB

(Make will be same as of Outdoor)

High Static Ductable units (minimum 49 to 77 pascal

external static pressure)

Digitally signed by BHABNA

Supply, Installation, Testing and Commissioning of

following minimum capacity and external static

pressure VRF/VRV ceiling mounted hight ductable type

Indoor unit eqipped with washable synthetic media

pre-filter, fan section with low noise

fan/dynamically balanced blower, multispeed motor,

coil section with DX copper coil, electronic

expansion valve, outer cabinet, cord less remote Delhi Schedule of Rates

control, drain pan, necessary accessories etc., suitable (Items for VRF/VRV AIR-

for operation on 230 V + 10%, 50 Hz, single phase AC CONDITIONING SYSTEM)-

supply, complete as required. The Indoor units must 2025, PAGE- 239-240

shut down upon receiving a singal from the BMS

System/Fire Singnals. The system shall be capable to

adjust air flow as per room requirement

automatically. The cooling capacity of indoor unit will

be at air inlet conditions of 27 Degree C DB and 19

Degree C WB temperature. (Make will be same as of

High Static Ductable units (minimum 78 pascal external static pressure)

Supplying, Installation, Testing and Commissioning of

following minimum capacity 4 way Cassette Type

ceiling mounted unit equipped with synthetic washable

media pre-filter, fan section with low noise

fan/dynamically

balanced blower, multispeed motor, coil section with

Copper coil, electronic expansion valve, outer cabinet,

drain pump, grill, necessary supports, vibration

Corded remote control etc., suitable for operation on

single Delhi Schedule of Rates

phase 230 V ± 10%, 50Hz AC supply, complete, as (Items for VRF/VRV AIR-

required. The Indoor units must shut down upon CONDITIONING SYSTEM)-

receiving 2025, PAGE- 235

a singal from the BMS System/Fire Singnals. The

shall be capable to adjust air flow as per room

in auto mode. The cooling capacity of indoor unit will

air inlet conditions of 27 0C DB and 19 0C WB

(Make will be same as of Outdoor)

Digitally signed by BHABNA

Supplying, Installation, Testing and Commissioning of

following minimum capacity High wall type Indoor unit

equipped with and comfort washable synthetic media

fan section with low noise fan/dynamically balanced

blower, multispeed motor, coil section with DX copper

electronic expansion valve, outer cabinet, cord less

control, drain pan, necessary accessories etc., suitable

operation on 230 V ± 10%, 50 Hz, single phase AC Delhi Schedule of Rates

supply, (Items for VRF/VRV AIR-

complete as required. The Indoor units must shut down CONDITIONING SYSTEM)-

upon receiving a singal from the BMS System/Fire 2025, PAGE- 237

Singnals. The system shall be capable to adjust air flow

per room requirement automatically. The cooling

of indoor unit will be at air inlet conditions of 27 0C DB

19 0C WB temperature. (Make will be same as of

Supply, Installation, Testing & Commissioning of Delhi Schedule of Rates

Y/T/Multi Joints. Joints shall be of same Original (Items for VRF/VRV AIR-

Equipment Manufacturer (OEM) make as of ODUs & CONDITIONING SYSTEM)-

IDUs 2025, PAGE-240

5.1 Indoor Units EACH 52 ₹ 4,535 ₹ 2,35,820 Page 240 Item No. 31.13.1

5.2 Outdoor Multi Joint EACH 5 ₹ 8,098 ₹ 40,490 Page 240 Item No. 31.13.2

Supply, Installation, testing and commissioning

including vaccumiazation and Nitrogen testing of

following nominal sizes of soft/hard drawn copper

refrigerant piping for VRV/VRF system, complete with

fittings, with suitable adjustable ring type hanger Delhi Schedule of Rates

supports, jointing/brazing including accessories, (Items for VRF/VRV AIR-

insulated with XPLE Class-O tubular insulation/with CONDITIONING SYSTEM)-

Class-O closed cell elastometric nitrile rubber tubular 2025, PAGE-240-241

sleeves sections of 19 mm thick insulation as given

below for Suction and Liquid lines, all accessories as

per specifications etc. as required :

41.3mm dia(OD)(Harddrawn) with tube thickness Page 240-41; Item No.

1.62mm with 19mm thick insulation 31.14.12

38.1mm dia(OD)(Harddrawn) with tube thickness Page 240-41; Item No.

1.62mm with 19mm thick insulation 31.14.11

34.9mm dia(OD)(Harddrawn)with tube thickness Page 240-41; Item No.

1.62mm with 19mm thick insulation 31.14.10

31.8mm dia(OD)(Harddrawn)with tube thickness Page 240-41; Item No.

1.62mm with 19mm thick insulation 31.14.09

28.6mm dia(OD)(Harddrawn) with tube thickness Page 240-41; Item No.

1.2mm with 19mm thick insulation 31.14.08

25.4mm dia(OD)(Harddrawn)with tube thickness Page 240-41; Item No.

1.2mm with 19mm thick insulation 31.14.07

22.2mm dia(OD)(Harddrawn)with tube thickness Page 240-41; Item No.

1.2mm with 19mm thick insulation 31.14.06

19.1mm dia(OD)(Harddrawn)with tube thickness Page 240-41; Item No.

1.2mm with 19mm thick insulation 31.14.05

15.9mm dia(OD)(Softdrawn)with tube thickness Page 240-41; Item No.

1.2mm with 19mm thick insulation 31.14.04

12.7mm dia(OD)(Softdrawn)with tube thickness Page 240-41; Item No.

1.2mm with 19mm thick insulation 31.14.03

9.5mm dia(OD)(Softdrawn)with tube thickness1.2mm Page 240-41; Item No.

with 19mm thick insulation 31.14.02

Digitally signed by BHABNA

6.4mm dia(OD)(Softdrawn)with tube thickness 1.2mm Page 240-41; Item No.

with 19mm thick insulation 31.14.01

Supplying, installation, balancing and commissioning

of fabricated at site GSS sheet metal rectangular/

round ducting complete with neoprene rubber

gaskets, elbows, splitter dampers, vanes, hangers,

supports, bends, transitions, reducers, end caps, Delhi Schedule of Rates

collars etc as required complete in all respect in (Items for VRF/VRV AIR-

confirmation with IS : 655 and approved drawings and CONDITIONING SYSTEM)-

specifications of following sheet thickness complete as 2025, PAGE-228

Thickness 0.63 mm sheet Page 228; Item No.

Thickness 0.80 mm sheet Page 228; Item No.

Thickness 0.91 mm sheet Page 228; Item No.

Thickness 1.22 mm sheet Page 228; Item No.

8 DUCT Thermal Insulation

Supplying and fixing of following thickness duly

laminated aluminium foil of mat finish closed cell

Nitrile rubber (Class "O") insulation on existing duct

Delhi Schedule of Rates

after applying suitable adhesive for Nitrile rubber. The

(Items for VRF/VRV AIR-

joints shall be sealed with 50 mm wide and 3 mm thick

CONDITIONING SYSTEM)-

self adhesive nitrile rubber tape insulation complete

as per specifications and as required.

9 Acoustic Lining of Duct

Supplying and fixing of acoustic lining of supply air

duct and plenum with 25 mm thick resin bonded glass

wool having density of 32 kg/m³, with 25 mm X 25 mm

GI section of 1.25 mm thick, at 600 mm centre to

centre covered with Reinforced Plastic tissue paper Delhi Schedule of Rates

and 0.5 mm thick perforated aluminium sheet fixed to (Items for VRF/VRV AIR-

inside surface of ducts with cadmium plated nuts, SQM. 93 ₹ 890 ₹ 82,770 CONDITIONING SYSTEM)-

bolts, stick pins, CPRX compound in confirmation to 2025, PAGE-229-230

SMACNA/IS and as per specifications complete etc. Item No. 30.21

Supplying, Fixing, testing and commissioning of fire

dampers of minimum 90 minutes fire rated in supply

air duct/main branch and return air path as and where

required of required sizes i/c control wiring, the

damper shall be motorized and spring return so as to

close the damper in the event of power failure

automatically and open the same in case of power

being restored. The spring return action shall be inbuilt Delhi Schedule of Rates

mechanism and not externally mounted. The damper (Items for VRF/VRV AIR-

shall also be closed in the event of fire signal and, in CONDITIONING SYSTEM)-

confirmation to IS and as per specifications complete 2025, PAGE-229

etc. as required..

Digitally signed by BHABNA

Supplying, installation, testing and commissioning of

GI volume control duct damper complete with Delhi Schedule of Rates

neoprene rubber gaskets, nuts, bolts, screws linkages, (Items for VRF/VRV AIR-

11 flanges etc in confirmation to SMACNA/IS and as per SQM. 3 ₹ 7,580 ₹ 22,740 CONDITIONING SYSTEM)-

specifications complete etc. as required. 2025, PAGE-228

Supplying, Fixing, installation, testing and

Delhi Schedule of Rates

commissioning of powder coated extruded aluminium

(Items for VRF/VRV AIR-

Supply Air Grills with aluminium volume control

12 SQM. 18 ₹ 9,623 ₹ 1,73,214 CONDITIONING SYSTEM)-

dampers in confirmation to SMACNA/IS and as per

specifications complete etc. as required.

13 Sub main Wiring :

Wiring for circuit/ submain wiring along with earth

wire Delhi Schedule of Rates

with the following sizes of FRLS/HFFR PVC insulated (Items for VRF/VRV AIR-

copper conductor, single core cable in surface/ CONDITIONING SYSTEM)-

recessed medium class PVC conduit as required. 2025, PAGE-3-4

4C X 06 sq. mm + 2 X 6 sq. mm earth wire (upto 12HP)

4C X 10 sq. mm + 2 X 6 sq. mm earth wire (upto 20HP)

2C X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire(for

communication btw indoor & outdoor)

14 End Termination:

Supplying and making end termination with brass

Delhi Schedule of Rates

compression gland and aluminium lugs for following

(Items for VRF/VRV AIR-

size of PVC insulated and PVC sheathed / XLPE

CONDITIONING SYSTEM)-

aluminium conductor cable of 1.1 KV grade as

Digitally signed by BHABNA

HI - WALL SPLIT SYSTEMS

2.0 TR with 5 Star BEE Rating

Supplying , Installation, Testing and Commissioning of

Cooled Hi Wall split type Air conditioners complete

Indoor unit(IDU), Out door unit (ODU), surface /

copper Refrigerant piping with insulation (closed cell

elastomeric nitrile rubber tubular pipe section) upto 3

(IDU to ODU), copper power cable upto 3.5 Mtr (IDU to

ODU) i/c drain pipe R-32/R-410/ R-407 Green

wireless Remote control, suitable for working between

14.2 260V with low & high voltage cutoff and 50 hz ,1 phase Each 1 ₹ 57,396 ₹ 57,396 page 242 item 32.2.4

supply capable of performing cooling, dehumidification,

circulation of following capacity with Scroll / rotary

compressor. The system shall be able to deliver 100%

the rated capacity upto 42 0C. Min 5 year Original

Equipment Manufacturer (OEM) warranty both

and Printed Circuit Board (PCB). Must comply :

cable IS 694 or IS 9968 temperature sensing control IS

/International Electrotechnical Commission (IEC)

hermetic compressor IS 10617, heat exchanger IS

B. NON SCHEDULED ITEMS

Ductable/Ceiling Suspended Type TFA Unit

Supply of Treated fresh air Units with VRF Coil With

consideration of EC fan/ prefilter + finefilter(EU-5) +

HEPA filter(H-14) suitable for operation on 220 - 240V,

50 Hz, single phase AC supply complete with cooling

coil, electronic expansion valve, multi speed fan

motors, dynamically balanced blowers, built in drain

15 pump, synthetic washable plasma media filter

including insulation with Cordred remote control

oeration capable of varying the air flow automatically

as per inside load condition with inverter technology

complete as required. Treated Fresh Air Units shall be

connected with VRV/VRF System.

15.1 4.0 TR Treated Fresh Air unit NOS 0 ₹ - Non - Schedule

15.2 6.4 TR Treated Fresh Air unit NOS 0 ₹ - Non - Schedule

15.3 8 TR Treated Fresh Air unit NOS 2 ₹ 1,34,807 ₹ 2,69,614 Non - Schedule

Supply of Main Inteligent Central Controller Suitable

ror above all Indoor units to Operate, Monitor, On/Off,

Temperature Setting etc including all acessories. The

16 system shall be compatible for operating through PC. Set 1 ₹ 2,80,846 ₹ 2,80,846 Non - Schedule

The System Should Also Have The Software For

Necessary For Lenant Billing As Per Consumtion of Idu.

18 Connection Kit

Supply of Copper Pipe Connection Kit joint to the

veriable outdoor unit with insulation.

19 CANVAS CONNECTION

Supply Installation testing comissioning of Fire

19.1 retardent Canvas connection for Air conditioning and Nos 15 ₹ 1,349 ₹ 20,235 Non - Schedule

ventilation equipment .

Digitally signed by BHABNA

Supply Installation, testing and commissioning of rain

protection louver for fresh air or exhaust air complete

20 with extruded aluminium constuction with powder SQM. 1 ₹ 11,235 ₹ 11,235 Non - Schedule

coated finish complete in all respect as per drawings.

Supply Installation, testing and commissioning of

TOILET EXHAUST GRILL with coller damper complete

21 with extruded aluminium constuction with powder SQM. 1 ₹ 10,111 ₹ 10,111 Non - Schedule

coated finish complete in all respect as per drawings.

Supply Installation, testing and commissioning of

22 Duct/FA Damper of of 16G GI constuction and complete SQM. 2 ₹ 11,235 ₹ 22,470 Non - Schedule

in all respect as per drawings.

Providing and fixing UPVC pipes with fittings with

solvent cement joints including cuttings the pipes to

correct length providing and fixing with hot dipped

galvanised brackets, with GI U bolts and fixing the same

23 Non - Schedule

with anchor fasteners, making good the same, testing,

including providing an

fixing with all types of CORZON fittings all

complete.Make: Supreme / Astral / Ashirbad

23.1 25 MM DIA (O.D) RM 79 ₹ 308 ₹ 24,332 Non - Schedule

23.2 32 MM DIA (O.D) RM 81 ₹ 732 ₹ 59,292 Non - Schedule

23.3 50 MM DIA (O.D) RM 0 ₹ - Non - Schedule

23.4 110 MM DIA (O.D) RM 35 ₹ 1,292 ₹ 45,220 Non - Schedule

Supply of Rrefrigerant for the V R F System if needed

Supply,installation,testing and commissioning of

circular / rectengular type Inline type fans complete

25.1 with mounting arrangement, power and control wiring Non Schedule

etc. of below capacity.The motor shall be suitable for

240V±5%, 1Ph. AC power supply.

400 CFM, 15 mmwc SP With Noise level 60DB max at 1

SITC of Ceiling Suspended Inline fan for Toilet Exhaust

with mounting arrangement, power & control wiring

25.2 Non - Schedule

etc. of below capacity. The motor shall be suitable for

240±5%, 1Ph. AC power supply.

100 CFM, 15 mmwg SP with noise level 60DB max at 1

26 PROPLER FAN

Supply,installation,testing and commissioning of

propeller type fans complete with mounting

arrangement, power and control wiring etc. of below Non Schedule

capacity.The motor shall be suitable for 240V±5%, 1Ph.

AC power supply.

26.1 200 CFM NOS 1 ₹ 6,740 ₹ 6,740 Non - Schedule

26.2 100 CFM NOS 1 ₹ 4,112 ₹ 4,112 Non-schedule

SISW Type Centrifugal Fan

Supply, Installation, Testing and Commissioning of

SISW (Single Inlet, Single Width) type centrifugal fan of

65 mm WG static pressure complete with GSS casing ,

aluminium alloy impellers, directly driven by TEFC

induction motor suitable for 3 Phase 50 Hz 415 V ± 10

%, 480-1450 RPM, complete with all accessories as per

drawing & specifications.

Make- Maico/ Greenheck/ Kruger

27.1 1200 CFM FOR TOILET EXHAUST NOS 1 ₹ 84,254 ₹ 84,254 Non - Schedule

28 ELECTRICAL COMPONENTS

Digitally signed by BHABNA

Supplying and fixing IP 65 rated TP sheet steel

enclosure on surface/ recess along with 63 A 415 V

30mA 4 Pole RCCB complete with connections, testing Non Schedule

and commissioning etc. as required.

Make- ABB/Seimens or eq

28.1 63A, 300mA, 4P RCCB Enclosure Each 2 ₹ 6,179 ₹ 12,358 Non Schedule

28.2 40A, 300mA, 4P RCCB Enclosure Each 1 ₹ 6,179 ₹ 6,179 Non Schedule

28.3 32A, 300mA, 4P RCCB Enclosure Each 1 ₹ 5,618 ₹ 5,618 Non Schedule

28.4 25A, 300mA, 4P RCCB Enclosure Each 3 ₹ 5,056 ₹ 15,168 Non Schedule

28.5 20A, 300mA, 4P RCCB Enclosure Each 0 ₹ 4,000 ₹ - Non Schedule

29 Sub main Wiring :

Wiring for circuit alongwith earth wire with the

following sizes of FRLS PVC PVC insulated 1100 V

grade stranded copper conductor wire in surface/

recessed medium class 20/25mm(O/D)(1.5mm thick)

ISI Marked rigid PVC conduit (including 20/25mm PVC Non Schedule

Bends,Coupler,20/25mm iron

staples/saddles/screws,20mm PVC 4way junction box)

including cost of cutting & filling chases as required.

IS Code of Wire: Meter 350 ₹

29.1 3C X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 310 ₹ 1,08,500 Non Schedule

3C X 4 sq. mm + 1 X 2.5 sq. mm earth wire (Ductable

29.2 Meter 20 ₹ 310 ₹ 6,200 Non Schedule

30 End Termination:

Supplying and making end termination with brass

compression gland and aluminium/CU lugs for

following size of PVC insulated and PVC sheathed / Non Schedule

XLPE aluminium /CU conductor cable of 1.1 KV grade

30.1 3C x 2.5 sq.mm. arm. CU. cable Each 62 ₹ 84 ₹ 5,208 Non Schedule

30.2 3C x 4 sq.mm. arm. CU. cable Each 4 ₹ 84 ₹ 336 Non Schedule

30.3 4C x 6 sq.mm. arm. CU. cable Each 8 ₹ 393 ₹ 3,144 Non Schedule

30.4 2C x 1.5 sq.mm. arm. CU. cable Each 70 ₹ 84 ₹ 5,880 Non Schedule

Digitally signed by BHABNA

BOQ OF ELECTRICAL INSTALLATIONS FOR PROPOSED CONSTRUCTION OF

DIRECTOR’S BUNGALOW FOR DAMODAR VALLEY CORPORATION AT DURGAPUR

Sl. Rate DSR Amount Reference CPWD

Description of Item Qty. Unit MR Amount

No. (Rupees) (Rupees) DSR-2025

Subhead-1 (Wiring):

1 Primary Point Wiring:

Wiring for light point/ fan point/ exhaust fan point/ call

bell point with 1.5 sq.mm FRLS/HFFR PVC insulated

copper conductor single core cable in surface/ recessed

medium class PVC conduit, with modular switch, modular 200 Point 1,362.00 2,72,400.00 Item No. 1.10.2

plate, suitable GI box and earthing the point with 1.5

sq.mm FRLS/HFFR PVC insulated copper conductor

single core cable etc. as required.: Group B

2 Secondary Point Wiring:

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 406.585311 Point 885.00 3,59,828.00 Item No. 1.55.2

surface/ recessed PVC conduit, and earthing the point

with 1.5 sq. mm FRLS/HFFR PVC insulated copper

conductor single core cable etc. as required. Group B

3 Wiring for twin control light point with 1.5 sq.mm

FRLS/HFFR PVC insulated copper conductor single core

cable in surface / recessed medium class PVC conduit,

2way modular switch, modular plate, suitable GI box and 32 Point 1,803.00 57,696.00 Item No. 1.11

earthing the point with 1.5 sq.mm FRLS/HFFR PVC

insulated copper conductor single core cable etc. as

Supplying and fixing suitable size GI box with modular

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.

5 Supplying and fixing suitable size GI box with modular

plate and cover in front on surface or in recess, including

providing and fixing 6 pin 5/6 & 15/16A modular 56 Each 659.00 36,904.00 Item No. 1.32

socket outlet and 15/16 A modular switch,

connections etc. as required.

6 Supplying & fixing suitable size GI box with modular plate

and cover in front on surface or in recess including

providing and fixing 25 A modular socket outlet and 25 1 Each 807.00 807.00 Item No. 1.57

A modular SP MCB, "C" curve including connections,

painting etc. as required. [For 3 kVA UPS]

7 Supplying and fixing 1 or 2 Module (75mmX75mm), GI

box along with modular base & cover plate for modular

switches in recess etc. as required. [For Geyser Switch

and AC & Geyser Socket]

Supplying and fixing following modular switch/ socket on

the existing modular plate & switch box including

connections but excluding modular plate etc. as required.

8.1 15/16 A switch [For Geyser Switch] 16 Each 176.00 2,816.00 Item No. 1.24.3

8.2 6 pin 15/16 A socket outlet [For AC & Geyser Socket] 43 Each 219.00 9,417.00 Item No. 1.24.5

9 Supplying and fixing two module stepped type electronic

fan regulator on the existing modular plate switch box

including connections but excluding modular plate etc. as

10 Supplying and fixing modular blanking plate on the

existing modular plate & switch box excluding modular 14 Each 47.00 658.00 Item No. 1.26

plate as required.

11 Supplying and fixing 4P sheet steel enclosure on surface/

recess along with 25/40/63A 4P RCCB complete with

connections, testing and commissioning etc. as required.

12 Supplying and fixing following rating, four pole, (three

phase and neutral), 415 volts, 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. [Near ODU]

Wiring for circuit/ submain wiring along with earth wire

with the following sizes of FRLS/HFFR PVC insulated

copper conductor, single core cable in surface/ recessed

medium class PVC conduit as required.

13.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 1110 Metre 311.00 3,45,210.00 Item No. 1.14.2

13.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 410 Metre 373.00 1,52,930.00 Item No. 1.14.3

Digitally signed by BHABNA

13.4 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 50 Metre 587.00 29,350.00 Item No. 1.14.8

Sl. Rate DSR Amount Reference CPWD

Description of Item Qty. Unit MR Amount

No. (Rupees) (Rupees) DSR-2025

13.5 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 125 Metre 813.00 1,01,625.00 Item No. 1.14.9

13.6 4 X 16 sq. mm + 2 X 16 sq. mm earth wire 25 Metre 1,454.00 36,350.00 Item No. 1.14.11

14 Supplying and fixing of following sizes of medium class

PVC conduit along with accessories in surface/recess

including cutting the wall and making good the same in

case of recessed conduit as required.

14.1 20 mm medium class PVC conduit 200 Metre 151.00 30,200.00 Item No. 1.21.1

14.2 25 mm medium class PVC conduit 100 Metre 168.00 16,800.00 Item No. 1.21.2

15 Supplying and fixing metal box of following sizes

(nominal size) on surface or in recess with suitable size of

phenolic laminated sheet cover in front including painting

etc. as required.

Subhead-2 (Main LT Panel):

16 Supply, Installation, Testing and Commissioning of sheet

sleel enclosed, floor mounting, free standing, dust and

vermin proof, front operated & without rear access,

compartmentalised, cubicle type 'Main LT Panel',

suitable for 415V, 3 Ph, 4W, 50Hz AC. The panel shall be

fabricated out of 2 mm. thick sheet steel (CRCA), suitable

for indoor installation and complete with 400A TPN Al Market Rate

bus-bars (50KA for 1 sec.), switchgears like MCCBs,

Contactor, CTs, Meters, Protection, Indication, Control

equipments and other accessories as required as per

specification and Drawing. Cable entry & exit should be

from top of the panel. The panel shall comprise of

following incoming and outgoing feeders:

Supplying and fixing of following accessories in the above

Incoming component :

Incoming Feeder -1 (Grid Source) :

1 no. 250A 4P 36 KA MCCB with O/L, S/C, MP Rel & S/T

3 nos. 250/5A 10VA Cl:1 CTs for Ammeter,

1 no. Voltmeter with Selector Switch (Digital),

1 no. Ammeter with Selector Switch (Digital),

3 nos. Indicating Lamp (ON, OFF, TRIP)

2 nos. 6A TP MCB.

Incoming Feeder -2 (DG Source) :

1 no. 250A 4P 36 KA MCCB with O/L, S/C & MP Rel,

3 nos. 250/5A 10VA Cl:1 CTs for Ammeter,

1 no. Voltmeter with Selector Switch (Digital),

1 no. Ammeter with Selector Switch (Digital),

3 nos. Indicating Lamp (ON, OFF, TRIP)

2 nos. 6A TP MCB.

250A, 4P, Auto Transfer Switch

Instrumental component :

Surge Protection Device (Type-1 & 2) 4P, 50kA with

MPCB 32A TP, 50kA

Busbar component :

1 set. 400A, 415V, 3PH, 4 Wire, 50 HZ. Al. busbar.

1 no. 25mm x 6mm G.I. earth busbar.

Outgoing component as per present drawing :

5 nos. 63A, 4P, MCB, O/L, S/C, “C” Curve, 10 kA

10 nos. 40A, 4P, MCB, O/L, S/C, “C” Curve, 10 kA

1 no. 32A, 4P, MCB, O/L, S/C, “C” Curve, 10 kA

5 nos. 25A, 4P, MCB, O/L, S/C, “C” Curve, 10 kA

Complete the above as stated. 1 Set 4,85,563.00 4,85,563.00 MR

Subhead-3 (Distribution Board):

17 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

without MCB/RCCB/Isolator)

12 way, Double door 1 Each 2,871.00 2,871.00 Item No. 2.3.3

25A, DP, MCB, “C” Curve 1 Each 696.00 696.00 Item No. 2.10.3

6A, SP, MCB, “C” Curve 4 Each 285.00 1,140.00 Item No. 2.10.1

16A, SP, MCB, “C” Curve 6 Each 285.00 1,710.00 Item No. 2.10.1

Digitally signed by BHABNA

Sl. Rate DSR Amount Reference CPWD

Description of Item Qty. Unit MR Amount

No. (Rupees) (Rupees) DSR-2025

18 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

without MCB/RCCB/Isolator)

12 way, Double door 16 Each 2,871.00 45,936.00 Item No. 2.3.3

25A, DP, MCB, “C” Curve 16 Each 696.00 11,136.00 Item No. 2.10.3

6A, SP, MCB, “C” Curve 32 Each 285.00 9,120.00 Item No. 2.10.1

16A, SP, MCB, “C” Curve 80 Each 285.00 22,800.00 Item No. 2.10.1

20A, SP, MCB, “C” Curve 16 Each 285.00 4,560.00 Item No. 2.10.1

19 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).

4 way (8 + 12), Double door 2 Each 4,377.00 8,754.00 Item No. 2.4.1

25A, 4P, MCB, “C” Curve 2 Each 1,301.00 2,602.00 Item No. 2.10.5

6A, SP, MCB, “C” Curve 24 Each 285.00 6,840.00 Item No. 2.10.1

20 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 Power DB & AC IDU

bar, neutral bus bar, earth bar, din bar, interconnections, DB

powder painted including earthing etc. as required. (But

without MCB/RCCB/Isolator).

4 way (8 + 12), Double door 4 Each 4,377.00 17,508.00 Item No. 2.4.1

40A, 4P, MCB, “C” Curve 4 Each 1,049.00 4,196.00 Item No. 2.13.1

16A, SP, MCB, “C” Curve 48 Each 285.00 13,680.00 Item No. 2.10.1

21 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).

4 way (8 + 12), Double door 2 Each 4,377.00 8,754.00 Item No. 2.4.1

63A, 4P, MCB, “C” Curve 2 Each 1,115.00 2,230.00 Item No. 2.13.2

25A, SP, MCB, “C” Curve 24 Each 285.00 6,840.00 Item No. 2.10.1

22 Supplying and fixing of following ways surface/

recess mounting, vertical type, 415 V, TPN MCB

distribution board of sheet steel, dust protected,

duly powder painted, inclusive of 200 A tinned

copper bus bar, common neutral link, earth bar, din Lift DB

bar for mounting MCBs (but without MCBs and

incomer ) as required. (Note : Vertical type MCB

TPDB is normally used where 3 phase outlets are

4 way (4 + 12), Double door 1 Each 7,951.00 7,951.00 Item No. 2.5.1

40A, 4P, MCB, “C” Curve 4 Each 1,049.00 4,196.00 Item No. 2.13.1

32A, 4P, MCB, “C” Curve 1 Each 1,301.00 1,301.00 Item No. 2.10.5

6A, SP, MCB, “C” Curve 2 Each 285.00 570.00 Item No. 2.10.1

16A, SP, MCB, “C” Curve 2 Each 285.00 570.00 Item No. 2.10.1

Subhead-4 (Cable, Termination & Cable

Digitally signed by BHABNA

Sl. Rate DSR Amount Reference CPWD

Description of Item Qty. Unit MR Amount

No. (Rupees) (Rupees) DSR-2025

23 Supplying, laying/ fixing of one number PVC insulated

and PVC sheathed/ XLPE power cable of 1.1 KV grade

aluminium / copper conductor armoured cable of

following sizes on wall/ surface/ cable tray /cable trench

clamped with 1 mm thick saddle etc. as required.

23.1 3.5C x 150 sq.mm. XLPE ARM. AL. Cable 1500 Metre 1,572.00 23,58,000.00 MR

23.2 4C x 10 sq.mm. CU Flexible Cable 100 Metre 931.00 93,100.00 MR

23.3 4C x 6 sq.mm. CU Flexible Cable 78 Metre 567.00 44,226.00 MR

24 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.

24.2 4C x 10 sq.mm. CU Flexible Cable 8 Metre 714.00 5,712.00 MR

24.3 4C x 6 sq.mm. CU Flexible Cable 6 Metre 458.00 2,748.00 MR

25 Supplying and installaton following size of perforated

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

two numbers MS/GI Suspenders i/c base of suitable size

MS/GI angle, bolts & nuts, painting suspenders, fastener

etc as required.

25.1 150 mm width X 50 mm depth X 1.6 mm thickness 80 Metre 686.00 54,880.00 Item No. 4.1.2

25.2 300 mm width X 50 mm depth X 1.6 mm thickness 120 Metre 866.00 1,03,920.00 Item No. 4.1.4

Subhead-5 (Supply part for Fittings &

26 LED Down lighter (COB Type) (System lumen efficacy

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

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 /

(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.

System lumen efficacy ≥120 <135 lm/Watt output . LM79

& LM80 Test report and all testing required for LED

fixtures as per BIS shall be submitted Shape size and CCT

shall be as approved by Engineer-in- Charge as per

requirement. (Thermal management: heat sink of

aluminium housing such that LED junction temperature

shall not rise above 90°C). Powder coated die cast

/Extruded aluminium Body including trim with

Aluminium Reflector

5 watt LED Down lighter (COB Type) (System lumen

efficacy ≥120 lm/Watt )

7 watt LED Down lighter (COB Type) (System lumen

efficacy ≥120 lm/Watt )

12 watt LED Down lighter (COB Type) (System lumen

efficacy ≥120 lm/Watt )

15 watt LED Down lighter (COB Type) (System lumen

efficacy ≥120 lm/Watt )

27 LED Panel light 2x2 ft., (System lumen efficacy >135

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)

Digitally signed by BHABNA

Sl. Rate DSR Amount Reference CPWD

Description of Item Qty. Unit MR Amount

No. (Rupees) (Rupees) DSR-2025

<3, Maximum power consumption should not more than

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 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 submitted. Shape

size and CCT shall be as approved by Engineer-in- Charge

as per requirement. (Thermal management: heat sink of

aluminium housing such that LED junction temperature

shall not rise above 90°C).

Powder coated die cast /Extruded aluminium Body

(Thickness > 1.20 mm)

40 watt LED Panel light 2x2 ft., (System lumen efficacy

LED Flood Light, powder coated pressure die cast

aluminium (System lumen efficacy >135 lm/Watt)

Supplying, Installation, Testing & Commissioning of Flood

Light, powder coated pressure die cast aluminium body

with built in or separate driver as per the requirement

with Driver efficiency >85%, Input voltage: Input voltage:

140-270 Volt AC,

frequency 50/60 hz, Operating temp range -5 0C to 50 0C,

internal surge protection of 5 KV L,N,E as per IEC 61000-

4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-

3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and

over voltage protection, EMI-EMC as per CISPR-

15, lenses for beam angle 30 deg-120deg as per the

application and the project requirement., suitable tilt able

fitting, life time (LED, Driver & electrical circuitry) of

minimum 50000 Burning Hours with 70% of initial

Lumen maintained till life ends as per LM80 extrapolation

IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K

/6500°K (As per ANSI Bin) , SDCM(Standard Deviation

Colour Matching) <5, Maximum power consumption

should not more than the specified rating and Fixture

shall be of relevant BIS standard 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. System lumen

efficacy >135 lm/Watt output. LM79 & LM80 Test report

and all testing required for LED fixtures as per BIS shall

be submitted. Shape size and CCT shall be as approved by

Engineer-in-Charge as per requirement. (Thermal

management: heat sink of aluminium housing such that

LED junction temperature shall not rise above 90°C).

28.1 50 watt LED Flood Light 2 Each 2,089.00 4,178.00 Item No. 8.17.1

29 Brush Less Direct Current (BLDC) Fan without Remote

Supply, Installation, Testing and Commissioning of ceiling

fan with Brush Less Direct Current (BLDC) Motor, class of

insulation: B, 3 nos. metal( Aluminium alloy) blades, 30

cm long down rod, 2 nos. canopies, shackle kit, safety

rope, copper winding, steel/Al body Power Factor not

less than 0.9, Service Value (CM/M/W) minimum as

350 RPM (tolerance as per IS : 374-2019), THD (Total

Harmonic Distortion) less than 10%, suitable for

operation with regulator for speed control and all

remaining accessories including safety pin, nut bolts,

washers, temperature rise=75 0C (max.), insulation

resistance more than 2 mega ohm, suitable for 230 V, 50

Hz, single phase AC supply, Ceiling Fan compliant to IS

374:2019 fan i/c external connections with 1.5 sq.mm

FRLS/HFFR, PVC insulated copper conductor single core

cable and earthing etc. as required.

900mm, service value ≥ 5.1 CM/Min/Watt, air delivery

130 CM/Min (Minimum)

1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery

210 CM/Min (Minimum)

Subhead-6 (Installation part for Fittings

Digitally signed by BHABNA

Sl. Rate DSR Amount Reference CPWD

Description of Item Qty. Unit MR Amount

No. (Rupees) (Rupees) DSR-2025

Installation, Testing and Commissioning of pre-wired,

fluorescent fitting / compact fluorescent/ LED fitting of

all types, complete with all accessories and tube/lamp

etc. directly on ceiling/ wall, including connections with

1.5 sq. mm FRLS/HFFR PVC insulated, copper

conductor, single core cable and earthing etc. as required.

31 Installation, Testing and Commissioning of ceiling fan,

including wiring the down rods of standard length (upto

30 cm) with 1.5 sq. mm FRLS/HFFR PVC insulated,

copper conductor, single core cable, including providing

and fixing phenolic laminated sheet cover on the fan box

etc. as required.

Subhead-7 (Solar):

Supplying Installation, Testing and Commissioning of on-

grid Solar Photovoltaic Power Plant conforming to

various applicable standards BIS, IEC, MNRE guidelines,

the Central Electricity Authority Regulations and CPWD

Specifications as amended up to date, consisting of

Mono/Poly Crystalline silicon solar cells module, net

metering facility, necessary control, protections, earthing,

cabling, mounting structure, junction boxes, power

conditioning units, Real time online web interfaced Data

Monitoring System, Distribution panels, grid connecting

arrangement, conduits, pipes, cable trays and other

accessories etc. as required. [As Per CPWD DSR, 2025]

Subhead-8 (UPS):

33 3 kVA Online UPS - Input supply: Single Phase, Output

Supply: Single Phase. The UPS shall include a Rectifier,

inverter, battery bank suitable for 30 minutes back up.

[As Per CPWD Spec]

Subhead-9 (Earthing):

34 Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia

including accessories, and providing masonry enclosure

with cover plate having locking arrangement and 6 Nos. 7658.00 45,948.00 Item No. 5.2

watering pipe etc. with charcoal/ coke and salt as

35 Supplying and laying 25 mm X 5 mm G.I strip at 0.50

metre below ground as strip earth electrode, including

connection/ terminating with G.I. nut, bolt, spring,

washer etc. as required. (Jointing shall be done by

overlapping and with 2 sets of G.I. nut bolt & spring

washer spaced at 50mm)

36 Providing and fixing 25 mm X 5 mm G.I. strip on surface

or in recess for connections etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in

recess for loop earthing as required.

Subhead-10 (Lightning Conductor):

38 Providing and fixing of lightning conductor finial, made of

25 mm dia 300 mm long, G.I. tube, having single prong at

top, with 85 mm dia 6 mm thick G.I. base plate including

holes etc. complete as required.

39 Fixing of lightning conductor finial (single prong) with

base plate including holes etc. complete as required.

Jointing copper / G.I. tape (with another copper/ GI tape,

base of the finial or any other metallic object) by riveting 30 Each 139.00 4,170.00 Item No. 6.3

/ nut bolting/ sweating and soldering etc as required.

41 Providing and fixing G.I. tape 20 mm X 3 mm thick on

parapet or surface of wall for lightning conductor 140 Mtr. 148.00 20,720.00 Item No. 6.6

complete as required.(For horizontal run)

42 Providing and fixing G.I. tape 20 mm X 3 mm thick on

parapet or surface of wall for lightning conductor 120 Mtr. 238.00 28,560.00 Item No. 6.7

complete as required.(For vertical run)

Providing and fixing testing joint, made of 20 mm X 3 mm