Construction of Bank building and Post Office building within 14 acres of DVC land at Mayabazar, DTPS, Durgapur.

ABSTRACT OF COST

NAME OF WORK: CONSTRUCTION OF BANK BUILDING & POST OFFICE BUILDING WITHIN THE 14 ACRES

OF DVC LAND AT MAYABAZAR, DTPS, DURGAPUR

Scope of work considered: Construction of bank building, post office building, internal road, drain

channels, culvert and retaining wall.

AMOUNT (in Rs.)

SL.NO. PARTICULARS AS PER AS PER

DSR-2023 NON SOR

A Bank building & post office building

1 Civil Works + plumbing works 19,593,255.41 931,864.87

Area Development + internal paver block road+fencing + drain

channel through the land + retaining wall

3 Internal Electrical Works 1,565,443.50 373,536.01

4 Fire Fighting and fire detection System Works 857,169.00 318,617.00

Add Cost Index @13% on DSR Item for Durgapur project site

as per the latest cost index published by CPWD vide circular 7,999,981.75 0.00

dated 26.12.2024

Cost i/c GST after Multiplication with multiplying factor 0.973

as per the CPWD circular on DSR items only

Total Including GST :- 69,374,677.15

Digitally signed by SUPARNA

CONSTRUCTION OF BANK & POST OFFICE BUILDING, INTERNAL ROAD, PIPE CULVERTS ALONG WITH WATER SUPPLY SCHEME FOR DAMODAR VALLEY

CORPORATION (DVC) AT DURGAPUR

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

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

A SUB STRUCTURE UPTO PLINTH LEVEL

Note: The contractor shall drill minimum 2 number bores upto 30 mts

depth of 150mm diameter on the land before commencement of works

to obtain the Soil Bearing Capacity including Liquefaction potential

1.00 Pile foundation

1.01 20.2 Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length below

the pile cap, to carry a safe working load not less than specified,

excluding the cost of steel reinforcement but including the cost of

boring with bentonite solution and temporary casing of appropriate

length for setting out and removal of same and the length of the pile to

be embedded in the pile cap etc. by percussion drilling using Direct

mud circulation (DMC) or Bailer and chisel technique by tripod and

mechanical Winch Machine all complete, including removal of

excavated earth with all its lifts and leads (length of pile for payment

shall be measured up to bottom of pile cap).

2.0 EXCAVATION & EARTH WORK

2.01 2.6 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 disposal of excavated

earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-

2.02. 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

2.03. 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

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

consolidating each deposited layer by ramming and watering, lead up

2.04. 2.37 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).

2.05. 2.38 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 & top layer of filling

shall be done with earth having 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. 208.00 Cum 308.20 64,105.60

3.00 PLAIN CEMENT CONCRETE WORK

3.01 4.2 Providing and laying cement concrete in retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,

sunken floor, etc., up to floor five level, excluding the cost of centering,

shuttering and finishing :

3.01.1 4.2.5 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

4.00 REINFORCED CEMENT CONCRETE:

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

4.01 5.33 Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting

of concrete, to improve durability and workability without impairing

strength; including pumping of concrete to site of laying, curing,

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

finishing and reinforcement as per direction of the engineer-in-charge;

for the following grades of 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

4.01.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.00. PILE LOAD TESTING :

6.01 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)

including installation of loading platform by Kentledge/Anchor piles

method and preparation of pile head or construction of test cap and

dismantling of test cap after test etc. complete as per specification &

the direction of Engineer in-charge.

Note: 1. Initial and Routine Load Test shall not be carried out by

Dynamic method of testing.

Note: 2. Testing agency shall submit the design of loading platform for

the approval of Engineer-in-charge

5.01.1 20.6.1 Single pile upto 50 tonne Safe capacity

5.01.1.1 20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) 1 Each 54771.50 54,771.50

Routine test (Test Load 1.5 times the Safe capacity) 19,632.40

6.00 5.9 CENTERING & SHUTTERING

Centering and shuttering including strutting, propping etc. and removal

6.01 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 128 Sqm 392.15 50,195.20

6.02 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 189 Sqm 736.40 1,39,179.60

6.03. 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 62 Sqm 961.30 59,600.60

7.00 5.22 REINFORCEMENT

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

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

7.01 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 29250 KG 107.85 31,54,612.50

8.00 BRICK WORK :

8.01 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) 73 Cum 7132.25 5,20,654.25

B SUPER-STRUCTURE ABOVE PLINTH LEVEL :

1.00 REINFORCED CEMENT CONCRETE:

1.01 5.33 Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting

of concrete, to improve durability and workability without impairing

strength; including pumping of concrete to site of laying, curing,

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

finishing and reinforcement as per direction of the engineer-in-charge;

for the following grades of 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 plinth level upto floor V level

1.01.1.1 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

2.00 CENTERING & SHUTTERING

2.01 5.9 Centering and shuttering including strutting, propping etc. and removal

2.01.1 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 426 Sqm 736.40 3,13,757.95

2.01.2 5.9.3 Suspended floors, roofs, landings, balconies and access platform 518 Sqm 927.25 4,79,861.15

2.01.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts and R.wall 238 Sqm 961.30 2,28,712.50

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

2.01.4 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc. 85 Sqm 842.50 71,275.50

2.01.5 5.9.19 Weather shade, Chajjas, corbels etc., including edges 75 Sqm 951.10 71,532.23

3.00 REINFORCEMENT

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

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

3.01.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 15288 KG 107.85 16,48,803.35

4.00 BRICK WORK :

4.01 6.34 Brick work with non modular fly ash bricks conforming to IS:12894,

class designation 10 average compressive strength in super structure

above plinth level up to floor V level in :

4.01.1 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) 121 Cum. 8752.55 10,61,946.89

4.02 6.45 Half brick masonry with non modular fly ash bricks of class designation

10, conformingio IS :12894, in super structure above plinth and upto

4.02.1 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 412 Sqm 1105.80 4,55,047.76

4.03 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at

every third course of half brick masonry.ird course of half brick

5.00 PLASTERING WORKs :

5.01 Internal Plaster :

5.01.1 13.2 15 mm cement plaster on the rough side of single or half brick wall of

5.02 Ceiling Plaster :

5.02.1 13.16 6 mm cement plaster of mix :

5.03 External wall Plaster :

5.03.1 13.6 20 mm cement plaster of mix :

5.04 Putty works :

5.04.1 13.80 Providing and applying white cement based putty of average thickness

1 mm, of approved brand and manufacturer, over the plastered wall

surface to prepare the surface even and smooth complete.

5.05 Internal Painting works :

5.05.1 13.41 Distempering with 1st quality acrylic distemper (ready mixed) having

VOC content less than 50 gram/litre, of approved manufacturer, of

required shade and colour all complete :

5.05.1.1 13.41.1 New work (two or more coats) over and including water thinnable

priming coat with cement primer having VOC content less than 50

5.06 External wall Painting works :

5.06.1 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade

5.06.1.1 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and

including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

5.07 Synthetic Enamale painting works :

5.07.1 13.62 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade:

5.07.1.1 13.62.1 Two or more coats on new work over an under coat of suitable shade

with ordinary paint of approved brand and manufacture. 255 Sqm 226.25 57,784.25

6.00 FLOORING WORKS :

6.01 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade

of the slab including rubbing and polishing complete with base of

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

6.02 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand

stone slab. 86 Rmtr 191.40 16,402.98

6.03 11.27 Kota stone slabs 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 pigment to

match the shade of the slabs, including rubbing and polishing

6.04 11.37 Providing and laying Ceramic glazed 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 grey cement slurry @

3.3kg/sqm including pointing the joints with white cement and matching

pigment etc.,., complete. 63 Sqm 1096.55 69,082.65

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

6.05 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to

IS: 15622 (thickness to be specified by the manufacturer), of

approvedmake, in all colours, shades except burgundy, bottle green,

black of any size as approved by Engineer-in-Charge, in skirting, risers

of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1

cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg

per sqm, including pointing in white cement mixed with pigment of

matching shade complete. 231 Sqm 1267.95 2,92,338.55

6.06 11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness

to be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of approved brand & manufacturer,

in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1

cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and matching pigments

etc. The tiles must be cut with the zero chipping diamond cutter only .

Laying of tiles will be done with the notch trowel, plier, wedge, clips of

required thickness, leveling system and rubber mallet for placing the

tiles gently and easily.

6.06.1 11.41A.1 Double charge vitrified tile polished finish of size

6.07 11.46 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

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

6.08 11.56 Providing and laying Polished Granite stone flooring in required

design and patterns, in linear as well as curvilinear portions of the

building all complete as per the architectural drawings with 18 mm thick

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

cement : 4 coarse sand) laid and jointed with cement slurry and

pointing with white cement slurry admixed with pigment of matching

shade including rubbing , curing and polishing etc. all complete as

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

6.08.1 11.56.2 Polished Granite stone slab of all colour and texture except Black,

Cherry/Ruby Red 36 Sqm 3071.05 1,10,557.80

6.09 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills, facias and similar 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, epoxy touch ups,

including rubbing, curing, moulding and polishing to edges to give high

gloss finish etc. complete at all levels.

6.09.1 8.2.3 Granite stone slab all colour and texture except black, Cherry/ Ruby red

6.10 8.3 Providing edge moulding to 18 mm thick marble stone counters,

Vanities etc., including machine polishing to edge to give high gloss

finish etc. complete as per design approved by Engineer-in-Charge.

6.11 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of steps etc. complete.

6.11.1 11.3.1 40 mm thick with 20 mm nominal size stone aggregate 18 Sqm 614.20 11,067.88

6.12 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1

cement : 3 coarse sand), finished with a floating coat of neat cement.

6.13 11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath

&courtyard, jointed with neat 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: 4 coarse sand).

6.13.1 11.20.2 Medium shade pigment using 50% white cement 50% Grey cement. 25 Sqm 1328.35 33,208.75

7.00 DOOR & WINDOWS WORKs :

7.01 9.21 Providing and fixing ISI marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, 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 veneers on both

faces of shutters:

7.01.1 9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws 60 Sqm 2172.10 1,29,544.04

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

7.02 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes

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

coat of approved steel primer, including welding and bolted with

washers etc. complete.

7.02.1 10.16.1 Hot finished welded type tubes

7.03 10.2 Structural steel work riveted, bolted or welded in built up sections,

trusses and framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all complete.

7.04 26.86 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

(SuspensionGrade), 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 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 N/mm2, modulus of elasticity 900 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

fixed in position with M.S hold fast/lugs/SS dash fasteners of required

dia and length complete as per direction of Engineer-In- Charge. (M.S

hold fast/lugs or SS dash fasteners shall be paid for separately).

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.

7.05 9.122 Providing and fixing to existing door frames.

7.05.1 26.87 Providing and fixing factory made 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 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 hinges of required size with necessary full body

threaded star headed counter sunk S.S screws, all as per direction of

Engineer-In- Charge. (Note: stainless steel butt hinges and necessary

S.S screws shall be paid separately)

7.06 21.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/appropriate Z

sections and other sections of approved make conforming to IS: 733

and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or

with 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. brass / stainless steel screws,

all complete as per architectural drawings and the directions of

Engineer-in-charge. Glazing and paneling to be paid for separately) :

7.06.1 21.1.1 For fixed portion.

7.06.1.1 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50

7.06.2 21.1.2 For shutters of doors, windows & ventilators including providing and

fixing hinges/ pivots and making provision for fixing of fittings wherever

required including the cost of EPDM rubber / neoprene gasket required

(Fittings shall be paid for separately).

7.06.2.1 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

7.07 21.3 Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

complete as per the architectural drawings and the directions of

engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

7.07.1 21.3.2 With float glass panes of 5.5 mm thickness (weight not less than 12.50

7.08 9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to

windows and clerestory windows using wire gauge with average width

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

7.08.1 9.135.2 With 12 mm mild steel U beading. 13.00 Sqm 1228.00 15,964.00

7.09 9.48 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.

7.09.1 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. 231 Kg 238.35 55,058.85

7.10 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS : 1868) transparent

or dyed to required colour or shade with nuts and screws etc. complete

7.11 9.97 Providing and fixing aluminium tower bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade with necessary screws

7.11.1 9.97.1 etc. complete

7.12 9.100 Providing and fixing aluminium handles ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed

to required colour or shade with necessary screws etc. complete :

7.13 9.84 Providing and fixing aluminium extruded section body tubular type

universal hydraulic door closer (having brand logo with ISi, IS : 3564,

embossed on the body, door weight upto 36 kg to 80 kg and door width

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

necessaryaccessories and screws etc. complete. 19 Each 983.15 18,679.85

7.14 9.88 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 screws etc. complete. 19 Each 998.35 18,968.65

7.15 21.3 Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

complete as per the architectural drawings and the directions of

engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

7.15.1 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than

7.16 Strong Room Door ,Air-ventilator & Exhaust fan :

7.16.1 M.R Supplying, Fixing bank strong room door with High Security Air

ventilator & Heavy-duty Exhaust Fan, made from heavy-duty steel or

reinforced composite materials for durability and resistance, with

advanced locking mechanisms and fire resistance. It should be BIS

(Bureau of Indian Standards) certified and conform to IS-11188

standards for burglary resistance. The door should have a dual-control

locking system and a grill gate with the same locking mechanism. Breif

specification & names of recomended manufacturer is given below.:

Specifications :

1. Strong Room Door Should be BIS labelled

2. Class B Strong Room Door should be TRTL30.

3. Fire resistance should be 30 Minutes.

4. Door should be provided with limit switch and clench switch.Limit

switch should be provided with two power in connection point

5. Strong Room Door should be provided with Grill gate.

6. Both Grill Gate and Door should be provided with BIS labelled dual

7. Air ventilator Class B and exhaust fan need to be supplied along with

8. Make : Godrej/Gunnebo Steelage

[ Note : 1. Complete set comprises of One Door (overall size 1.0m x

2.1m) + High Security Air ventilator ( overall size 600mm x 600mm ) &

Heavy-duty Exhaust Fan,

Note : 2, Approval from Bank-Authority to be obtained before

7.17 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6

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

corners, all necessary fittings complete, including applying a priming

coat of approved steel primer.

7.17.1 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 2.20 Sqm 5804.35 Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

7.18 10.6 Supplying and fixing rolling shutters of approved make, made of

required size M.S. laths, interlocked together through their entire length

and jointed together at the end by end locks, mounted on specially

designed pipe shaft with brackets, side guides and arrangements for

inside and outside locking with push and pull operation complete,

including the cost of providing and fixing necessary 27.5 cm long wire

springs manufactured from high tensile steel wire of adequate strength

conforming to IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters.

7.18.1 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover. 12.00 Sqm 3653.20 43,838.40

8.00 PLINTH PROTECTION, FALSE CEILING, ROOF TREATMENT & OTHER MISCELLENIOUS WORKS :

8.01 4.17A Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 manufactured sand derived from Recycled Concrete

Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size

Recycled Concrete Aggregate (RCA) over 75mm thick bed of dry brick

ballast 40 mm nominal size, well rammed and consolidated and

grouted with fine sand, including necessary excavation leveling &

dressing & finishing the top smooth.

8.02 12.45 Providing and fixing false ceiling at all height including providing and

fixing of frame work made of special sections, power pressed from M.S.

sheets and galvanized with zinc coating of 120 gms/sqm (both side

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

wide x 1.6 mm thick with flanges of 27 mm and 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 flange of cleat fixed to

the angle hangers of 25x10x0.50 mm of required length with nuts &

bolts of required size and other end of angle hanger fixed with

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

1200 mm centre to centre, to which the ceiling section 0.5 mm thick

bottom wedge of 80 mm with tapered flanges of 26 mm each having

lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a

direction perpendicular to G.I. intermediate channel with connecting

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

junction, including fixing perimeter channels 0.5 mm thick 27 mm high

having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed

to wall/partition with the help

of rawl plugs at 450 mm centre, with 25mm long dry wall screws @

230 mm interval, including fixing 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 channels suitably fixed, all

complete as per drawings, specification and direction of the Engineer in

Charge but excluding the cost of painting with :

8.02.1 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board. 324 Sqm 1529.10 4,95,428.40

8.03 22.7 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface before

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm

to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse

sand) admixed with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water

proofing compound conforming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the adjoining walls

upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineerin-

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

(d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineerin-

charge including laying glass fibre cloth of approved quality in top layer

of plaster and finally finishing the surface with trowel with neat cement

slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test.“All above

operations to be done in order and as directed and specified by the

Engineer-in-Charge :

8.03.1 22.7.1 With average thickness of 120 mm and minimum thickness at khurra

8.04 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water

pipes conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)

Single socketed pipes.

8.04.1 (i)Single socketed pipes.

8.05 12.42 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.

8.05.2 12.42.6 Shoe (Plain)

8.06 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design

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

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

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

4 coarse sand) and making good the wall etc. complete.

8.07 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams.

8.08 10.26 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works,

including applying priming coat of approved steel primer.

C SANITARY FIXTURES & FITTINGS

1 17.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

device (handle lever), conforming to IS : 7231, with all fittings

andfixtures complete, including cutting and making good the walls and

floors wherever required :

1.01 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid 9 Each 6515.55 58,639.95

2 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP

Brass single hole basin mixer of approved quality and make, including

painting of fittings and brackets, cutting and making good the walls

wherever required:-

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm

CP Brass single hole basin mixer.

3 17.23 Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes

respectively. 2 each 1648.95 3,297.90

4 17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm

with 1/2" BSP thread and shapes, weighing not less than 60 gms.

5 17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

5.1 17.76.1 15 mm nominal bore, 80 mm long. 42 mm high and 30 mm wide with

BSP female threads weighing not less than 48 gms. 2 each 175.40 350.80

6 17.34 Providing and fixing toilet paper holder :

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

7 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 materials with snap fittings of approved quality and colour,

weighing not less than 105 gms.

8.0 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 :

8.1 17.32.3 Oval shape 450x350 mm (outer dimensions) 3 Sqm 1377.10 4,131.30

8.2 17.32.4 Rectangular shape 1500x450 mm 5 Sqm 2093.00 10,465.00

9 M.R. Providing & fixing Hand Shower (Health Faucet) with 8mm dia, 1M long

PVC tube and wall hook CP brass wall flange 9 Each 1,879.94 16,919.46

10.00 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 :

10.1 17.10.2 Kitchen sink without drain board

11 M.R. Supplying, fitting and fixing UPVC pipes (B Type) & 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 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.: 110mm dia.

12 19.1 Providing, laying and jointing 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 :

13 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 :

14 19.7 Constructing brick masonry manhole in cement 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 nominal size) finished with a floating coat of neat

cement complete as per standard design :

14.1 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

14.1.1 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class 5 Each 12770.55 63,852.75

15 19.32 designation

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.

15.1 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. 30.00 Metre 500.95 15,028.50

1.2 18.7.5 40 mm nominal outer dia pipes. 50.00 Metre 674.35 33,717.50

Digitally signed by SUPARNA

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

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

2.1 18.8.1 15 mm nominal outer dia .Pipes. 60.00 Metre 497.80 29,868.00

2.2 18.8.2 20 mm nominal outer dia .Pipes. 50.00 Metre 537.60 26,880.00

2.3 18.8.3 25 mm nominal outer dia .Pipes. 45.00 Metre 627.25 28,226.25

2.4 18.8.4 32 mm nominal outer dia .Pipes. 40.00 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 than 88 gms. 10.00 Each 118.50 1,185.00

3.2 18.55.3 Concealed stop cock, 15 mm nominal bore, 108mm long. Weighing not

less than 108 gms. 9.00 Each 218.10 1,962.90

4 18.54 Providing and fixing PTMT bib cock of approved quality and colour.

4.1 18.54.1 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. 9.00 Each 125.60 1,130.40

5.1 18.58 Providing and fixing PTMT grating of approved quality and colour.

5.2 18.58.1 Circular type.

5.4 18.58.1.2 125 mm nominal dia with 25 mm waste hole. 20.00 Each 222.10 4,442.00

6 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

7 18.74 Providing and fixing unplasticised P.V.C connection pipe with PTMT

Nuts coller and bush of approved quality and colour.

7.1 18.74.2 15mm nominal bore with 45cm length 20.00 Each 121.90 2,438.00

8 18.48 Providing and placing on terrace (at all 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 tank.

9 18.78 Making chases up to 7.5x7.5 cm in walls including making good and

finishing with matching surface after housing G.I. pipe etc. 205.00 Rmtr 202.90 41,594.50

10 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. 50.00 Each 452.00 22,600.00

11 M.R. 5 Hp 42 mtr head Surface Mounted Motor Coupled Stainless Steel

Monoblock Pumpset including necessary cables, wirring etc all

12 M.R. Providing & fixing Stainless Steel Grab Bar, 600mm long with CP

brass wall flange, SS Screws etc complete. 6.00 Each 2,270.00 13,620.00

13 M.R. Providing & fixing Stainless Steel Grab Bar vertical swing, 740 mm

long with CP brass wall flange, SS Screws etc complete. 2.00 Each 9,801.00 19,602.00

Sub-Total of Scheduled & Non-Scheduled Items 20525120.28

Digitally signed by SUPARNA

CONSTRUCTION OF BANK, POST OFFICE, POLICE STATION BUILDING, INTERNAL ROAD, PIPE CULVERTS ALONG WITH WATER SUPPLY SCHEME FOR DAMODAR

MCF CRICKET STADIUM Prepared by GDE 28-07-2025 Page 1

VALLEY CORPORATION (DVC) AT DURGAPUR

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

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

A AREA EARTH-WORKs TO FORM FGL :

1.0 EXCAVATION & EARTH WORK

1.01 2.6 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 disposal of

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

Engineer-in-Charge.

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

2.0. /banking excavated or stacked materials.

2.01. 2.26.1 All kinds of soil. 0 Cum 126.80 0.00

3.0. 2.18 Close timbering over areas including strutting, shoring and packing

cavities (wherever required) etc. complete. (Measurements to be

taken of the face area timbered) :

3.01 2.18.3 Depth exceeding 3 m but not exceeding 4.5 m. 0.00 Sqm 163.15 0.00

4.0. 2.19 Extra for planking, strutting and packing materials for cavities (in close

timbering) if required to be left permanently in position. (Face area of

timber permanently left to be measured). 0.00 Sqm 1692.45 0.00

5.0. 2.22 Open timbering over areas including strutting, shoring etc. complete.

(Measurements to be taken of the face area timbered):

5.01. 2.22.3 Depth exceeding 3 m but not exceeding 4.5 m. 0.00 Sqm 71.30 0.00

1. PLANKING AND STRUTTING

1.1 When the depth of trench in soft/loose soil exceeds 2 metres, stepping, sloping and/ or

planking and strutting of sides shall be done. In case of loose and slushy soils, the depths at

which these precautions are to be taken, shall be determined by the Engineer-in-Charge

according to the nature of soil. Planking and strutting shall be „close‟ or „open‟ depending on the

nature of soil and the depth of trench. The type of planking and strutting shall be determined by

the Engineer-in-Charge. It shall be the responsibility of the contractor to take all necessary steps

to prevent the sides of trenches from collapse. Engineer-in-Charge should take guidance from

IS: 3764 for designing the shoring and strutting arrangements and specifying the profile of

1.2 Close Planking and Strutting

Close planking and strutting shall be done by completely covering the sides of the trench

generally with short upright, members called „poling boards‟. These shall be 250x38 mm in

section or as directed by the Engineer-in-Charge.

The boards shall generally be placed in position vertically in pairs. One boards on either side of

cutting. These shall be kept apart by horizontal wallings of strong wood at a maximum spacing

of 1.2 metres cross strutted with ballies, or as directed by Engineer-in-Charge. The length and

diameter of the ballies strut shall depend upon the width of the trench. Typical sketch of close

timbering is given in attached sketch.

Where the soil is very soft and loose, the boards shall be placed horizontally against the sides of

the excavation and supported by vertical „wallings‟ which shall be strutted to similar timber

pieces on the opposite face of the trench. The lowest boards supporting the sides shall be taken

in the ground for a minimum depth of 75 mm. No portion of the vertical side of the trench shall

remain exposed.

The withdrawal of the timber members shall be done very carefully to prevent collapse of the

trench. It shall be started at one end and proceeded systematically to the other end. Concrete or

masonry shall not be damaged while removing the planks. No claim shall be entertained for any

timber which cannot be withdrawn and is lost or buried, unless required by the Engineer-in-

Charge to be left permanently in position.

1.3 Open Planking and Strutting In case of open planking and strutting, the entire surface of the

side of the trench is not required to be covered. The vertical boards 250 mm wide & 38 mm

thick, shall be spaced sufficiency apart to leave unsupported strips of 50 cm average width. The

detailed arrangement, sizes of the timber and the distance apart shall be subject to the approval

of the Engineer-in- Charge. In all other respect, specifications for close planking and strutting

shall apply to open planking and strutting. Typical sketch of open planking and strutting is given

in attached sketch.

3.0. 2.27 Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

2.37 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). 372.30 Cum 281.05 1,04,634.00

2.38 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 & top layer of filling shall be done

with earth having 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 -

Excavating, supplying and filling of local earth (including royalty) by

mechanical transport upto a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20 cm in trenches, plinth,

sides of foundation etc. complete 159.56 Cum 700.50 1,11,768.80

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

MCF CRICKET STADIUM Prepared by GDE 28-07-2025 Page 2

TOTAL For Earthwork to Form FGL = 4,02,854.66

B ESTIMATE FOR 7.5M WIDE ROAD

1.0 16.1 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, dressing to camber and consolidating with road roller including

making good the undulations etc. and re- olling the sub grade and

disposal of surplus earthwith lead upto 50 metres.

16.3 Supplying and stacking at site.

1.1 16.3.1 90 mm to 45 mm size stone aggregate. 232.50 Cum 2098.40 4,87,878.00

1.2 16.3.2 63 mm to 45 mm size stone aggregate. 186.00 Cum 1636.05 3,04,305.30

1.3 16.3.3 53 mm to 22.4 mm size stone aggregate. 197.63 Cum 1842.30 3,64,084.54

1.4 16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. 232.50 Cum 798.10 1,85,558.25

1.5 16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. 186.00 Cum 872.05 1,62,201.30

1.6 16.3.6 Stone screening 13.2 mm nominal size (Type A). 151.13 Cum 2034.35 3,07,441.14

1.7 16.3.7 Stone screening 11.2 mm nominal size (Type B). 116.25 Cum 2247.75 2,61,300.94

2.0 16.4 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

3.0 16.5 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

3.1 16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. 232.50 Cum 879.70 2,04,530.25

3.2 16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. 186.00 Cum 879.70 1,63,624.20

16.91 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

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.

4.0 16.91.2 80mm thick Cement concrete paver block of M-30 grade with approved

colour, design & pattern. 1162.50 Sqm 1091.50 12,68,868.75

5.0 16.69 Providing and laying at or near ground level factory made kerb stone

of M-25 grade cement concrete in position to the required line, level

and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse

sand), including making joints with or without grooves (thickness of

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

making drainage opening wherever required complete etc. as per

direction of Engineer-in-charge (length of finished kerb edging shall be

measured for payment). (Precast C.C. kerb stone shall be approved

by Engineer-in-charge). 21.94 Cum 10117.60 2,21,954.85

Total For Proposed Road [ 155.0M x 7.50M wide ] = 49,20,579.90

C TUBEWELL BORING : 1 Nos

1 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata chart/

bore log, including hire & running charges of all equipments, tools,

plants & machineries required for the job, all complete as per direction

of Engineer -in-charge, beyond 90 metre & upto 150 metre depth

below ground level.

1.1 23.2.1 All types of soil

2 23.10 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-

2.1 23.10.1 100 mm nominal size dia having minimum wall thickness 5.00

2 of 6 Digitally signedGDE

2.2 23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm 80.00 m 2442.75 1,95,420.00

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

MCF CRICKET STADIUM Prepared by GDE 28-07-2025 Page 3

3 23.11 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 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.

4 23.8 Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of

Engineer- in-charge. 20 Cum 2024.50 40,490.00

5 23.13 Providing and fixing suitable size threaded mild steel cap or spot

welded plate to the top of bore well housing/ casing pipe, removable

as per requirement, all complete for bore well of:

6 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/

housing pipe of tubewell as per IS: 2800 (part I), including necessary

bolts & nuts of required size complete.

7 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tubewell as per IS:2800 (part I).

8 23.12 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-charge.

9 MR Supplying, assembling, lowering and fixing in vertical position in bore

well, ERW (Electric Resistance Welded) FE 410 mild steel screwed or

welded REDUCER-SOCKET ( 200mm to 100mm dia) . 1.00 Nos 1200.00 1,200.00

10 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc. : External work

11 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

12 18.19 Providing and fixing gun metal non- return valve of approved quality

(screwed end) :

12.1 18.19.4 50 mm nominal bore

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

suctioning water from Bore-well), including necessary cables, wirring

etc all complete. 1.00 No. 88690.54 88,690.54

TOTAL FOR BORING OF TUBE-WELL : 6,62,248.65 89,890.54

1 2.6 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 disposal of

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

Engineer-in-Charge.

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m. Page 3 of 6 37.64 Cum 196.00 7,377.44

Digitally signedGDE

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived Prepared by GDE 28-07-2025

from natural Page 4

sources : 6 graded stone aggregate 40 mm nominal size derived from

natural sources)

4 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

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

centering, shuttering, finishing and reinforcement as per direction of

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

4.1 5.33.1 All works upto plinth level

4.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5 5.9 CENTERING & SHUTTERING

Centering and shuttering including strutting, propping etc. and removal

5.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 21 Sqm 392.15 8,297.89

5.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc. 69.92 Sqm 842.50 58,907.60

5.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform 12.60 Sqm 927.25 11,683.35

6 5.22 REINFORCEMENT

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

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

6.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 2254 KG 107.85 2,43,093.90

7 13.2 15 mm cement plaster on the rough side of single or half brick wall of

8 13.18 Neat cement punning 48.76 Sqm 79.95 3,898.36

9 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of steps etc. complete.

9.1 11.3.1 40 mm thick with 20 mm nominal size stone aggregate 14 Sqm 614.20 8,475.96

TOTAL OF UGR = 5,38,057.40

RCC DRAINs & CULVERTs :

1 2.6 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 disposal of

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

Engineer-in-Charge.

2 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

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

consolidating each deposited layer by ramming and watering, lead up

4 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 40 mm nominal size derived from

natural sources) 241.31 Cum 7178.75 17,32,304.16

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

Providing and laying in position ready mixed or Prepared by GDE

site batched 28-07-2025

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

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

centering, shuttering, finishing and reinforcement as per direction of

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

5.1 5.33.1 All works upto plinth level

5.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

6 5.9 CENTERING & SHUTTERING

Centering and shuttering including strutting, propping etc. and removal

6.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 138 Sqm 392.15 54,116.70

6.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc. 2577.40 Sqm 842.50 21,71,459.50

6.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform 53.54 Sqm 927.25 49,644.97

6.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 768 Sqm 736.40 5,65,223.82

7 5.22 REINFORCEMENT

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

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

7.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 80318 KG 107.85 86,62,296.30

8 13.2 15 mm cement plaster on the rough side of single or half brick wall of

9 13.18 Neat cement punning 1813.00 Sqm 79.95 1,44,949.35

10 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of steps etc. complete.

10.1 11.3.1 40 mm thick with 20 mm nominal size stone aggregate 660 Sqm 614.20 4,05,372.00

FENCING : FOR BANK-PO-BUILDING :

1 2.6 Earth work in excavation by mechanical means (Hydraulic

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

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

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

directed by Engineer-in-charge.

i 2.6.1 All kinds of soils 23.33 Cum 177.50 4,141.08

2 4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

a 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 40 mm nominal size derived from

natural sources) 3.46 Cum 7178.75 24,838.48

b 4.1.3 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources

: 4 graded stone aggregate 20 mm nominal size derived from natural

3 10.25.2 Steel work welded in built up sections/framed worK including cutting

hoisting, rixing in position and applying a priming coat of approved

steel primer using structural steel, etc. as required. In gratings, frames,

guard bar, ladders, railings, brackts. gates & similar works. 3905.23 Kg. 172.6 6,74,042.70

4 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in

mesh size 50x50 mm including strengthening with 2 mm dia wire or

nuts, bolts and washers as required complete as per the direction of

Engineer-in-charge. Made of G.I. wire of dia 4 mm 440.00 Sqm. 1017.8 4,47,832.00

5 16.18 Fencing with angle iron post placed at required distance embedded in

cement concrete blocks, every 15th post, last but one end post and corner

post shall be strutted on both sides and end post on one side only and

provided with horizontal lines and two diagonals interwoven with horizontal

wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the

two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost

of posts, struts, earth work and concrete work to be paid for separately).

Payment to be made per metre cost of total length of barbed wire used.

SI. No. DSR Description Qty Unit Rate (Rs.) Amount (Rs.) Amount (Rs.)

13.62 STADIUM Prepared

Painting with synthetic enamel paint of approved brand andby GDE 28-07-2025 Page 6

manufacture of required colour to give an even shade :

6.1 13.62.1 Two or more coats on new work over an under coat of suitable shade

with ordinary paint of approved brand and manufacture 154.96 Sqm 226.25 35,059.70

TOTAL FOR FENCING 13,43,270.44

RCC RETAINING WALL : : [ 200m long ]

1 2.6 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 disposal of

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

Engineer-in-Charge.

2 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

2.1 2.26.1 All kinds of soil. 0.00 Cum 126.80 0.00

3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

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

consolidating each deposited layer by ramming and watering, lead up

4 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 40 mm nominal size derived from

natural sources) 61.00 Cum 7178.75 4,37,903.75

5 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

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

centering, shuttering, finishing and reinforcement as per direction of

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

5.1 5.33.1 All works upto plinth level

5.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

6 5.9 CENTERING & SHUTTERING

Centering and shuttering including strutting, propping etc. and removal

6.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 160 Sqm 392.15 62,744.00

6.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc. 1246.00 Sqm 842.50 10,49,755.00

7 5.22 REINFORCEMENT

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

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

7.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 35805 KG 107.85 38,61,569.25

GRAND TOTAL 3,96,12,343.79

GRAND TOTAL 3,96,12,343.79

CONSTRUCTION OF BANK, POST OFFICE, INTERNAL ROAD, PIPE CULVERTS ALONG WITH WATER SUPPLY SCHEME FOR DAMODAR VALLEY

CORPORATION (DVC) AT DURGAPUR

SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS (DSR ITEMS) FOR BANK AND POST OFFICE BUILDING

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

A. CIRCUIT AND POINT WIRING (SUPPLY, INSTALLATION,

TESTING AND COMMISSIONING)

1 Chapter 1/ page Wiring for light point/ fan point/ exhaust fan point/ call bell point

2/ item 1.10 with 1.5 sq.mm FRLS PVC insulated copper conductor single

core cable in surface / recessed medium class PVC conduit, with

modular switch, modular plate, suitable Gl box and earthing the

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable etc. as required.

2 Chapter 1/ page Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated

3/ item 1.12 copper conductor single core cable in surface/ recessed medium

class PVC conduit along with 1 No. 4 sq. mm FRLS PVC

insulated copper conductor single core cable for loop earthing as

3 Chapter 1/ page Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated

3/ item 1.13 copper conductor single core cable in surface/ recessed medium

class PVC conduit along with 2 Nos. 4 sq. mm FRLS PVC

insulated copper conductor single core cable for loop earthing as

4 Chapter 1/ page Wiring for circuit/ submain wiring along with earth wire with the

2/ item 1.7 following sizes of FRLS PVC insulated copper conductor, single

core cable in surface/ recessed steel conduit as required

4.1 Item 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 10 327.00 3270.00

4.2 Item 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 10 369.00 3690.00

4.3 Item 1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 10 428.00 4280.00

5 Chapter 1/ page Supplying and fixing of following sizes of medium class PVC

5/ item 1.21 conduit along with accessories in surface/recess including cutting

the wall and making good the same in case of recessed conduit

6 Chapter 1/ page Supplying and fixing two module stepped type electronic fan

6/ item 1.25 regulator on the existing modular plate switch box including

connections but excluding modular plate etc. as required.

7 Chapter 1/ page Installation of exhaust fan in the existing opening, including

8/ item 1.50 making good the damage, connection, testing, commissioning

etc. as required.

8 Chapter 1/ page Installation, testing and commissioning of ceiling fan, including

8/ item 1.45 wiring the down rods of standard length (up to 30 cm) with 1.5 sq.

mm FRLS PVC insulated, copper conductor, single core cable,

including providing and fixing phenolic laminated sheet cover on

the fan box etc. as required.

9 Vol.II/Chapter 2/ Supply, Installation, Testing and Commissioning of ceiling fan with

pg 21/ It. 2.2 Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3

nos. metal ( Aluminum 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 below, 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 degree C (max.), insulation resistance more than 2 mega

ohm, suitable for 230 V, 50

Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fan

Supply, earthing etc. complete as required

Item 2..2.3 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210

CM/Min (Minimum)

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

10 Chapter 1/ page Supplying and fixing following size/ modules, GI box alongwith

6/ item 1.27 modular base & cover plate for modular switches in recess etc. as

11 Chapter 1/ page Supplying and drawing following pair 0.5 mm dia FRLS PVC

4/ item 1.18 insulated annealed copper conductor, unarmored telephone

cable in the existing surface/ recessed steel/ PVC conduit as

12 Chapter 1/ page Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the

9/ item 1.53 existing surface/recessed Steel/PVC conduit as required.

12.1 Item 1.53.1 1 run of cable Metre 150 57.00 8550.00

12.2 Item 1.53.2 2 run of cable Metre 10 96.00 960.00

12.3 Item 1.53.3 3 run of cable Metre 10 134.00 1340.00

13 1.57 Supplying and fixing suitable size GI box with modular plate and

cover in front ofsurface or in recess including providing and fixing

25 A modular socket outlet and 25 A modular SPMCB , C curve

including connections painting etc, as required.

14 Chapter 2/ page Supplying and fixing 30 amps, 415 volts, TPN industrial type,

13/ item 2.20 socket outlet, with 4 pole and earth, metal enclosed plug top

alongwith 30 amps “C” curve, TP MCB, in sheet steel enclosure,

on surface or in recess, with chained metal cover for the socket

out let and complete with connections, testing and commissioning

etc. as required.

15 Chapter 1/ page Supplying and fixing following modular switch/ socket on the

6/ item 1.24 existing modular plate & switch box including connections but

excluding modular plate etc. as required.

15.1 Item 1.24.1 5/6 amps switch Each 20 103.00 2060.00

15.2 Item 1.24.4 3 pin 5/6 amp socket outlet Each 20 122.00 2440.00

15.3 Item 1.24.6 Telephone socket outlet Each 20 148.00 2960.00

16 Chapter 1/ page Supplying and fixing modular blanking plate on the existing

6/ item 1.26 modular plate & switch box excluding modular plate as required.

17 Chapter 1/ page Installation, testing and commissioning of pre-wired, fluorescent

7/ item 1.41 fitting / compact fluorescent fitting of all types, complete with all

accessories and tube/lamp etc. directly on ceiling/ wall, including

connections with 1.5 sq. mm FRLS PVC insulated, copper

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

18 Chapter 1/ page Wiring for light point/ fan point/ exhaust fan point/ call bell point

2/ item 1.3 with 1.5 sq.mm FRLS PVC insulated copper conductor single

core cable in surface / recessed steel conduit, with modular

switch, modular plate, suitable GI box and earthing the point with

1.5 sq.mm. FRLS PVC insulated copper conductor single core

cable etc as required.

19 Chapter 1/ page Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated

1/ item 1.5 copper conductor single core cable in surface/ recessed steel

conduit along with 1 No 4 sq. mm FRLS PVC insulated copper

conductor single core cable for loop earthing as required.

20 Chapter 1/ page Supplying and fixing of following sizes of steel conduit along with

5/ item 1.20 accessories in surface/recess including painting in case of

surface conduit, or cutting the wall and making good the same in

case of recessed conduit as required.

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

21 Chapter 1/ page Wiring for circuit/ submain wiring along with earth wire with the

3/ item 1.14 following sizes of FRLS PVC insulated copper conductor, single

core cable in surface/ recessed medium class PVC conduit as

21.1 Item 1.14.1 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 600 233.00 139800.00

21.2 Item 1.14.2 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire Meter 50 275.00 13750.00

21.3 Item 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 50 439.00 21950.00

21.4 Item 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Meter 50 754.00 37700.00

21.5 Item 1.14.10 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 50 1005.00 50250.00

24 Chapter 1/ page Supplying and fixing suitable size Gl box with modular plate and

7/ item 1.31 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.

25 Chapter 1/ page Supplying and fixing suitable size Gl box with modular plate and

7/ item 1.32 cover in front on surface or in recess, including providing and

fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A

modular switch, connections etc. as required.

26 Chapter 1/ page Supplying and fixing call bell/ buzzer suitable for single phase, V,

7/ item 1.38 complete as required.

27 1.56 Supplying and fixing suitable GI box with modularplate and cover

in front on surface or in recess including providing and fixing 2

nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular

switch connections etc. as required ( for light plugs to be used in

non residential buildings) Each 20 676.00 13520.00

B. CABLES, MAINS AND SUB MAINS

1 Chapter 7/ page Laying of one number PVC insulated and PVC sheathed / XLPE

25/ item 7.1 power cable of 1.1 KV grade of following size direct in ground

including excavation, sand cushioning, protective covering and

refilling the trench etc as required.

1.2 Item 7.1.2 Above 35 sq. mm and up to 95 sq. mm Metre 200 405.00 81000.00

2 Chapter 7/ page Laying and fixing of one number PVC insulated and PVC

26/ item 7.7 sheathed / XLPE power cable of 1.1 KV grade of following size on

wall surface as required.

2.1 Item 7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 30 55.00 1650.00

2.2 Item 7.7.2 Above 35 sq. mm and up to 95 sq. mm (clamped with 25x3mm

3 Chapter 7/ page Laying and fixing of one number PVC insulated and PVC

26/ item 7.8 sheathed / XLPE power cable of 1.1 KV grade of following size on

cable tray as required.

3.1 Item 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 15 45.00 675.00

3.2 Item 7.8.2 Above 35 sq. mm and up to 95 sq. mm (clamped with 25x3mm

4 Chapter 9/ page Supplying and making end termination with brass compression

29/ item 9.1 gland and aluminium lugs for following size of PVC insulated and

PVC sheathed / XLPE aluminium conductor cable of 1.1 KV

grade as required.

5 Chapter 7/ page Supplying and making cable route marker with cement concrete

26/ item 7.9 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size ) of size 60 cm X 60 cm at the bottom and 50

cm X 50 cm at the top with a thickness of 10cm including

inscription duly engraved as required. Each 8 585.00 4680.00

C. CABLE TRAYS

1 Chapter 4/ page Supplying and installing following size of perforated pre-painted

19/ item 4.1 M.S. cable trays with perforation not more than 17.5%, in

convenient sections, joined with connectors, suspended from the

ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

1.1 Item 4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 20 604.00 12080.00

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

2 Chapter 14/ Providing, laying and fixing following dia RCC pipe NP2 class

14.14 cement mortar 1:2 (1 cement : 2 fine sand) including trenching

(75 cm deep) and refilling etc as required.

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

1 Chapter 2/ page Supplying and fixing of following ways surface/ recess mounting,

11/ item 2.5 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 bar for

mounting MCBs (but without MCBs and incomer) as required .

(Note : Vertical type MCB TPDB is normally used where 3 phase

outlets are required.)

2 Chapter 2/ page Supplying and fixing following way, horizontal type three pole and

11/ item 2.4 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/lsolator)

3 Chapter 2/ page Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C"

11/ item 2.10 curve, miniature circuit breaker suitable for inductive load of

following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

3.1 Item 2.10.1 Single pole Each 150 256.00 38400.00

3.2 Item 2.10.4 Triple pole Each 15 1007.00 15105.00

6 Chapter 2/ page Supplying and fixing following rating, four pole, 415 V, isolator in

11/ item 2.13 the existing MCB DB complete with connections, testing and

commissioning etc. as required.

7 Chapter 2/ page Supplying and fixing following rating, double pole, (single phase

12/ item 2.14 and neutral), 240 V, residual current circuit breaker (RCCB),

having a sensitivity current 30 mA in the existing MCB DB

complete with connections, testing and commissioning etc. as

8 Chapter 2/ page Providing and fixing following rating and breaking capacity and

10/ item 2.2 pole MCCB with thermomagnetic release and terminal spreaders

in existing cubicle panel board including drilling holes in cubicle

panel, making connections, etc. as required.

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

E. EARTHING INSTALLATION

1 Chapter 5/ page Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including

23/ item 5.2 accessories, and providing masonry enclosure with cover plate

having locking arrangement and watering pipe etc. with charcoal/

coke and salt as required.

2 Chapter 5/ page Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre

22/ item 5.8 below ground as strip earth electrode, including connection/

terminating with nut, bolt, spring, washer etc. as required.

(Jointing shall be done by overlapping and with 2 sets of brass nut

bolt & spring washer spaced at 50mm)

3 Chapter 5/ page Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below

22/ item 5.9 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)

4 Chapter 5/ page Providing and fixing 6 SWG dia G.I. wire on surface or in recess

23/ item 5.16 for loop earthing as required.

5 Providing, laying and fixing following dia G.I. pipe (medium class)

in ground complete with G.I. fittings including trenching (75 cm

deep)and re-filling etc as required

5.1 Civil Item 50 mm dia pipe.

E. LIGHTNING CONDUCTOR

1 Chapter 6/ page Providing and fixing of lightning conductor finial, made of 25 mm

25/ item 6.2 dia 300 mm long, G.l. tube, having single prong at top, with 85

mm dia 6 mm thick G.l. base plate including holes etc. complete

F. FITTINGS AND FIXTURES

1 VOL. II/ chapt LED Down lighter (SMD Type) (System lumen efficacy ≥120

1/pg.1/ It. 1.2 <135 lm/Watt )

Supplying, installation, Testing & Commissioning of LED

Recessed /surface Down lighter (Round / square/ Rectangular)

SMD type of following body material with PMMA and prismatic

diffuser and construction as per IS :

10322 with driver as per the requirement with Driver efficiency

>85%, Operating voltage AC 140-270 Volt, freq 50/60 hz,

Operating temp range -15 deg to 40 deg centigrade, internal

surge protection of 2.5 KV with

Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20,

CRI >80 ,UGR (Unified Glare Rating) < 19, Flicker free (flicker

should be below 5 %), life time (LED,Driver & electrical circuitry),

life time of minimum 50000 Burning Hours with , 70% of initial

Lumen maintained till life ends , CCT 3000°K / 4000°K / 5700°K

/6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation

Color Matching) <3, Maximum power consumption should not

more than the specified rating and Fixture shall be of relevant BIS

standard and trade mark certificate ( T.C.). Manufactures Word

Mark/ Name Engraved/ Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for alltesting

facilities for LED fixtures. "complete in all respect i/c connections

with 1.5 sq mm FRLS, PVC insulated copper conductorsingle

core cable and earthing etc. as required with Minimum 5 year

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

LM79 & LM80Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not

rise above 90°C).

Powder coated die cast /Extruded aluminum Body including

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

2 VOL. II/ chapt LED Panel light 2x2 ft., (System lumen efficacy >135 lm/Watt)

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, freq 50/60 hz, Operating temp range -15 deg to 40 deg

centigrade, internal surge protection of 2.5 KV with Short & Open circuit

protection,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare

Rating) < 19, Flicker free, (flicker should be below 5 %), life time

(LED,Driver& electrical circuitry), of minimum 50000 Burning Hours with ,

70% of initial Lumen maintained till life ends ,CCT 3000°K / 4000°K /

5700°K/6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation

Color Matching) <3, Maximum power consumption should not more than

the specified rating and Fixture shall be of relevant BIS standard and

trade mark certificate (T.C.). ManScreen printing on housing. complete in

all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper

conductor single core cable and earthing etc. as required with Minimum 5

year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79

& LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not

rise above 90°C).Manufactures Word Mark/ Name Engraved/ Embossing

Screen printing on housing. complete in all respect i/c connections

with1.5 sq mm FRLS, PVC insulated copper conductor single core cable

and earthing etc. as required with Minimum 5 year OEM warranty.

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

from NABL lab for 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

aluminum housing such that LED junction temperature shall not rise

CRCA Sheet Body (Thickness ≥ 0.50 mm)

3 VOL. II/ chapt Supplying, installation, Testing & Commissioning of LED surface

1/pg.8/ mounted Batten light of following body material and construction

It. 1.10 as per IS : 10322 with driver (Replaceable) as per the

requirement with Driver efficiency >85%, Operating voltage AC

140-270 Volt, freq 50/60 hz, Operating temp range -

15 deg to 40 deg centigrade, internal surge protection of 2.5 KV

with Short & Open circuit protection ,THD < 10% , P. F.≥0.95,

IP20, CRI >80 , Flicker free (flicker should be below 5 %), life time

(LED,Driver & electrical circuitry),

of minimum 50000 Burning Hours with , 70% of initial Lumen

maintained till life ends,CCT 3000°K / 4000°K / 5700°K /6000°K

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

Matching)<3, Maximum power consumption should not more than

the specified ratingand Fixture shall be of relevant BIS standard

and trade mark certificate (T.C.). Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing. OEM must

have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper

conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135

lm/Watt output . LM79 & LM80

Test report from NABL lab for 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 ≥

4 VOL. II/ chapt LED Street light fixture, powder coated pressure die cast

1/pg.11/ It. 1.13 aluminum body (System lumen efficacy ≥120 <135 lm/Watt)

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

Supplying, installation, Testing & Commissioning of Street

light LED fixture powder coated pressure die cast aluminum

body with driver as per the requirement with Driver efficiency

>85%, Input voltage: 140-270 Volt

AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg

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

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

66,IK-10, CRI >80, under voltage and over voltage

protection, EMI EMC As per CISPR 15 , lenses for beam angle

as per IESNA type I/II/III as per the width of the road and the

project requirement., suitable to fit in up to

65mm dia pipe, 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 /6000°K/6500°K (As per ANSI Bin), SDCM(Standard

Deviation Color 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 connections

with 1.5 sq mm FRLS, PVC insulated copper conductor single

core cable and earthing etc. as required with Minimum 5 year

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

. LM79 & LM80 Test report from NABL lab for 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 aluminum housing such that LED

junction temperature shall not rise above 90°C)

TOTAL CARRIED TO SUMMARY 1565443.50

SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS (MARKET RATE ITEMS)

BANK AND POST OFFICE BUILDING

A. CIRCUIT CUM POINT WIRING (IN RECESSED / SURFACE PVC CONDUITS)

B. CABLES, MAINS AND SUB MAINS

1 Supply and laying of following 1100 volt grade XLPE insulated

PVC sheathed aluminium conductor armoured cables as per

2 Supply and laying of 2 core 4.0 sq.mm control cable for Dual

Metering arrangement including terminations Metre 110 125.00 13750.00

3 Supply and installation of MCB

C. CABLE TRAYS

4 Supply and installation of under floor GI raceway with necessary

hardware including of supporting with threaded hitech rods etc.

4.1 100 mm wide x 40 mm deep raceway Metre 48 455.00 21840.00

4.2 RATE ITEMS Providing and fixing of 150 x 150 x 60 mm deep (Nominal size)

junction box including providing 3 mm thick GI cover required as

per specification. Each 16 300.00 4800.00

D. SUPPLY ,INSTALLTION ,TESTING & COMMISIONNING OF

LIGHTING FIXTURES,EXHAUST FANS ETC

5 Heavy duty, 3250CMH, 1400 RPM , 150 W, 4 nos. MS blades of

length 380 mm, epoxy coated Exhaust Fan No. 10 5087.39 50873.93

6 20W Wall Lamp LED Rectangle Shape Outdoor Bulkhead

Waterproof Light for Outdoor No. 8 854.91 6839.28

7 6/16A switched socket outlet with indicator as first point in circuit -

wiring shall be of 3cx4mm2 Fire Survival (FS) cable with silicon

rubber insulation, overall cores shall be covered with glass fibre

tape, inner & outer sheath shall be ZHFR. As per BS 6387 2000

(C-W-Z) compliant i.e. circuit integrity shall be for 3hrs at 950C.

(for Strong Room)

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

8 45W, flame proof well glass luminaire 100Lm/W for strong room

9 Supply and installation of Energy KWH Meter consist 3 Phase 4

Wire, 3x 240Volt, 10 to 63 Amp, Anti-tamper feature No. 3 4405.00 13215.00

TOTAL CARRIED TO SUMMARY 373536.01

Digitally signed by SUPARNA

Item DSR 2022 Description Unit Qty. DSR Rate Market Rate Amount

CONSTRUCTION OF BANK, POST OFFICE, INTERNAL ROAD, PIPE CULVERTS ALONG WITH WATER

SUPPLY SCHEME FOR DAMODAR VALLEY CORPORATION (DVC) AT DURGAPUR

AMOUNT AS PER AMOUNT AS PER

DSR MARKET RATE

ELECTRICAL WORKS 1565443.50 373536.01

GRAND TOTAL 1938979.51

GRAND TOTAL 1938979.51

Digitally signed by SUPARNA

CONSTRUCTION OF BANK, POST OFFICE BUILDING, INTERNAL ROAD, PIPE CULVERTS ALONG WITH WATER SUPPLY SCHEME

FOR DAMODAR VALLEY CORPORATION (DVC) AT DURGAPUR

Sl. No. Description of items Unit Quantity DSR Rate MR Rate DSR Amount MR Amount

SECTION A: FIRE FIGHTING SYSTEM

1 18.4 (A)Supplying, installation, testing and commissioning of

electric driven terrace pump suitable for automatic operation

and consisting of following, complete in all respects, as

required: (Terrace Pump)

(B) Horizontal type, multistage, centrifugal, split casing pump

of cast iron body & bronze impeller with stainless steel shaft,

mechanical confirming to IS : 1520

C) Suitable HP squirell cage induction motor TEFC type

suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply

with IP55 class of protection for enclosure, horiziontal foot

mounted type with Class-'F' insulation, conforming to IS-325.

(D) M.S.fabricated common base plate, coupling, coupling

guard, foundation bolts etc.as required.

(E) Suitable cement concrete foundation duly plastered and

with anti vibration pads.

2 18.6 Providing laying, testing & commissioning of 'C' class heavy

duty MS Pipe conforming to IS 1239/3589 i/c fittings like

elbows, tees, flanges, tapers, nuts bolts,gaskets etc. in ground

including welding,excavation & providing cement concrete

blocks as supports, anticorrosive treatment with

coaltar/asphalt tape as per IS 10221, refilling the trench etc. of

following sizes complete as required.

3 18.7 Providing, laying, testing & commissioning of 'C' class heavy

duty MS pipe conforming to IS 3589/IS 1239 including

Welding, fittings like elbows, tees, flanges,tapers, nuts bolts,

gaskets etc. and fixing the pipe on the wall/ceiling with

suitable clamp/support frame and painting with two or more

coats of synthetic enamel paint of required shade complete as

Digitally signed by SUPARNA

4 18.9 Supplying and fixing single headed internal hydrant valve with

instantaneous Gunmetal/Stainless Steel coupling of 63 mm

dia with cast iron wheel ISI marked conforming to IS 5290

(Type -A) with blank Gunmetal/Stainless Steel cap and chain

4.1 18.9.1 Single headed Gunmetal set 3 7646.00 0.00 22938.00 0.00

5 18.11 Supplying, fixing, testing and commissioning of butterfly valve

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

complete with nuts, bolts, washers, gaskets conforming to IS

13095 of following sizes as required :

6 18.13 Supplying and fixing orifice plate made out of 6 mm thick

stainless steel (Grade 304) with orifice of required size to be

fitted between flange & landing valve of external and internal

hydrants to reduce pressure at the outlet to the level of 3.5

kg/cm2 complete as required Each 3 1321.00 0.00 3963.00 0.00

7 18.14 Providing, installation, testing and commissioning of non-

return valve of following sizes confirming to IS:5312 complete

with rubber gasket, GI bolts, nuts, washers etc.as required :

8 18.16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe

with 63 mm dia male and female couplings duly bound with GI

wire, rivets etc. conforming to IS 636 (type-A) as required

Digitally signed by SUPARNA

8.1 18.16.1 Gun Metal

9 18.17 Supplying and fixing first-aid Hose Reel with MS construction

spray painted in post office red, conforming to IS 884

complete with the following as required.

20 mm nominal internal dia water hose thermoplastic (Textile

reinforced) type -2 as per IS: 12585

20 mm nominal internal dia gun metal globe valve & nozzle

Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve &

M.S. Pipe and socket.

10 18.18 Supplying & fixing 63 mm dia gun metal short branch pipe

with 20 mm nominal internal diameter size nozzle conforming

to IS 903 suitable for instantaneous connection to

interconnect hose pipe coupling as required :

10.1 18.18.1 Gun Metal

11 18.22 Providing & fixing of pressure switch in M.S. pipe line

including connection etc. as required

12 18.23 Providing & fixing flow switch in following sizes M.S.pipe

including connection etc as required.

Fire Extinguishers

13 MR Providing and fixing (ABC Dry Chemical Powder ) type Fire

Extinguisher of Capacity 6 kg Confirms to IS 15683, bearing

ISI mark complete with brass forged squeeze grip type valve

fitted with pressure gauge , pressurize with dry Nitrogen gas

filled, with discharge nozzle with wall mounting bracket (rubber

gripped) complete with internal charges.

14 MR Providing and fixing CO2 type Fire Extinguisher of Capacity 9

kg Confirms to IS specification, bearing ISI mark complete

with brass forged squeeze grip type valve fitted with pressure

gauge , pressurize with dry Nitrogen gas filled, with discharge

nozzle with wall mounting bracket (rubber gripped) complete

with internal charges. Each 6 0.00 25441.00 0.00 152646.00

15 MR Fire Buckets and Stand

Supplying of four bucket stand along with buckets.

16 MR Hose reel box - double door size 750 x 600 x 250 mm - sheet

thickness 18 swg as per IS 884 Each 3 0.00 8359.00 0.00 25077.00

TOTAL CARRIED FORWARD TO SUMMARY 1026378.00

Digitally signed by SUPARNA

SECTION B: FIRE DETECTION SYSTEM

1 17.1.4 Supplying, installation, testing & commissioning of manual call

boxes of ABS type in surface/recess with stainless steel chain

& hammer assembly complete with glass and push button etc.

2 17.1.6 Supplying, installation, testing & commissioning fire alarm

sounder with facility to make announcement, mounted in M.S.

box (16 SWG) with hinged cover plate & suitable for operation

with amplifier i/c line matching transformer etc. complete as

3 17.1.8 Supplying, installation, testing & commissioning talk back

slave station in surface/recess suitable for operation on

simplex mode complete with P.T.T. knob &

speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box

with break glass in front etc. complete as required.

4 17.1.9 Supplying, installation, testing & commissioning sector panel

suitable for following zones, complete with visual indications

for short circuit fault, open circuit fault, fire condition and all

other standard facilities as per IS:2189 with mimic diagram for

all area/zone covered, complete with all connections,

interconnections as required.

CABLING & WIRING

5 17.5.1 Supplying & laying of 2x1.5 sqmm fire survival armoured

cable, 600/1000V rated with annealed copper conductor

having glass mica fire barrier tape covered by an extruded

layer of Cross Linkable Ethylene Propylene Rubber (EPR)

insulation and LSZH inner bedding, steel wire armouring &

LSZH outer sheath complete as required.

6 1.20 Supplying and fixing of following sizes of steel conduit along

with accessories in surface/recess including painting in case

of surface conduit, or cutting the wall and making good the

same in case of recessed conduit as required.

1.21 Supplying and fixing of following sizes of medium class PVC

conduit along with accessories in recess including cutting the

wall and making good the same in case of recessed conduit

TOTAL CARRIED FORWARD TO SUMMARY 149408.00

SUMMARY OF FIRE MANAGEMENT WORK FOR BANK AND POST OFFICE BUILDING

AMOUNT AS AS PER

DESCRIPTION SECTION TOTAL

PER DSR MARKET

SECTION A: FIRE FIGHTING SYSTEM 707761.00 318617.00 1026378.00

SECTION B: FIRE DETECTION SYSTEM 149408.00 0.00 149408.00

GRAND TOTAL 1175786.00

GRAND TOTAL 1175786.00

Digitally signed by SUPARNA