Construction of hospital building within the 14 acres of DVC land for Damodar Valley Corporation (DVC) at Mayabazar, DTPS, Durgapur, West Bengal.

ABSTRACT OF COST

AMOUNT (in Rs.)

AMOUNT (in Rs.)

DSR- 2023 For Civil AMOUNT (in Rs.)

Sl. No. DESCRIPTION DSR 2025 (Vol 2) for

& Plumbing works NON DSR

DSR 2022 for E & M

A Proposed New Construction Work

1 HOSPITAL BUILDING

ii Internal & external Plumbing works i/c STP, ETP, boring for ground water

iv Fire-Fighting 42,78,494.00 9,84,530.85

B CAMPUS DEVELOPMENT WORK

2 GATE WITH SECURITY ROOM & DRIVER ROOM 16,26,107.00

3 UNDER GROUND WATER TANK 20,08,767.03

4 PARKING ( Two & Four Wheeler ) 21,26,075.34

5 Internal cement concrete ROAD 42,94,466.73

6 Boundary wall 59,94,548.92

7 CAMPUS DEVLOPMENT 2,45,381.05

8 Rain water harvesting 5,75,690.13

9 Pump room 14,39,124.48

10 Common sub station civil works 87,89,663.44

11 Common sub station electrical works 18,15,344.00 27,52,928.00 92,47,087.00

12 Common VDC road from the main metal road to the hospital outer

13 Civil structure for STP and ETP works 20,31,872.46 -

Add Cost Index @13% on DSR 2023 For Civil & Plumbing works

DSR 2022 for E & M Item for Durgapur project site as per the latest cost 1,97,71,959.55 - -

index published by CPWD vide circular dated 26.12.2024

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

CPWD circular on DSR 2023 and DSR 2022 E & M items only

SubTotal Including GST :- (C) 20,75,56,995.90

DETAILED ESTIMATE OF PROPOSED CONSTRUCTION HOSPITAL BUILDING FOR DAMODAR VALLEY CORPORATION (DVC) AT DURGAPUR, WEST BENGAL

BOQ CIVIL HOSPITAL BUILDING

[Based on DSR-2023 ]

RATE (A) MR RATE

S.N. DESCRIPTION OF ITEM SCH. NO. QUANTITY UNIT AMOUNT MR AMOUNT

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

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

1 well as 10 sqm on plan) including getting out and disposal of excavated 2.6.1 5891.520 CUM 177.50 10,45,744.80 -

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

charge. 2.6.1 All kinds of soil

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

banking excavated or stacked materials.

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.

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

mechanical transport up to a lead of 5 km, also including ramming and

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

sides of foundation etc., complete.

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade

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

level : 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)

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

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

Treatment of soil under existing floors using chemical emulsion @ one

litre per hole, 300 mm apart including drilling 12 mm diameter holes and

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

the existing floor :

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 2.35.3 1476.748 SQM 310.05 4,57,865.72 -

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

All works upto plinth level - -

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Digitally signed by SUPARNA

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

All works above plinth level upto floor V level - -

Concrete of M25 grade with minimum cement

content of 330 kg /cum

(viii) R.C.C.work in Water Tank 5.33.2.1 24.570 CUM 9,860.40 2,42,270.03 -

Add for using extra cement in the items of design mix over and above

the specified cement content therein.

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

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

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

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

12 designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 6.1.2 184.060 CUM 7,132.25 13,12,761.94 -

cement : 6 coarse sand)

Providing and laying damp-proof course 50 mm thick with cement

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

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

natural sources).

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 : Cement mortar 1:6 (1 cement : 6

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

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

floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Providing and fixing 35 mm thick factory made laminated veneer lumber

door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), fixing

with butt hinges of required size with necessary screws, all complete as

per directions of Engineer- in-charge and panelling with panels of :

(Note:- Butt hinges and necessary screws shall be paid separately)

12 mm thick pre-laminated particle board (decorative lamination on

both sides) grade -1, medium density flat pressed, three layer particle

board FPT- I or graded wood particle board FPT- I, conforming to IS :

3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and

pre-laminated conforming to IS : 12823, Grade 1, Type - II marked.

Digitally signed by SUPARNA

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

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

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

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

bolted with special shaped washers etc. complete

Hot finished welded type tubes 10.16.1 3480.360 Kg 194.40 6,76,581.98 -

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 :

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic

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

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

Providing and fixing aluminium 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 :

Providing and fixing aluminium hanging floor door stopper, l5l marked,

anodised (anodic coatinS not less than grade AC 10 as per 15 : 1868)

transparent or dyed to required colour and shade, with necessary

screws etc. complete. Twin rubber stopper

Twin rubber stopper 9.101.2 103.000 EACH 72.35 7,452.05 -

Providing and fixing aluminium die cast body tubular type universal

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

the body, door weight upto 35 kg and door width upto 700 mm), with

necessary accessories and screws etc. complete.

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

24 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.

80x1 .25 mm M.S. laths with 1.25 mm thick top cover 10.6.1 10.238 SQM 3,653.20 37,399.64 -

Providing and fixing 12 mm thick frameless toughened glass door shutter

of approved brand and manufacture, including providing and fixing top

& bottom pivot & double acting hydraulic floor spring type fixing

arrangement and making necessary holes etc. for fixing required door

fittings, all complete as per direction of Engineer-in-charge (Door

handle, lock and stopper etc.to be paid separately).

Proving & fitting Swing Metal Doors Blue Hospital Lead Door,

Usage/Application:-Hospital, Color:-Blue, Door Open Style:-Swing, Type-

26 Swing Metal Doors, Features:- For Xray rooms, Design:- Customized, MR 31.680 SQM - 53,047.46 16,80,543.69

Infill:- Proprietary, Height Feet:- as directed by Engineer-in- Charge:

Proving & fitting Swing Hermetically Sealing Sliding

27 Usage/Applicat:- MOT, Hospital, Clean room, Type:- manual and MR 3.000 Each - 3,18,284.79 9,54,854.37

automatic- as directed by Engineer-in- Charge:

Digitally signed by SUPARNA

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.

28 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) :

For fixed portion.

Powder coated aluminium (minimum thickness of powder coating 50

Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves for

linear as well as curvilinear portions of the building , for all heights and

all levels etc. including: (a) Structural analysis & design and preparation

of shop drawings for pressure equalisation or rain screen principle as

required, proper drainage of water to make it watertight including

checking of all the structural and functional design. (b) Providing,

fabricating and supplying and fixing panels of aluminium composite

29 panel cladding in pan shape in metalic colour of approved shades made

out of 4 mm thick aluminium composite panel material consisting of 3

mm thick FR grade mineral core sandwiched between two Aluminium

sheets (each 0.5 mm thick). The aluminium composite panel cladding

sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based

fluoropolymer resin coating of approved colour and shade on face # 1

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

steel screws, nuts, bolts, washers, cleats, weather silicone sealant,

backer rods etc.

(c) The fastening brackets of Aluminium alloy 6005 TS / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

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

SS 316, Nylon separators to prevent bi-metallic contacts all complete

required to perform as per specification and drawing The item includes

cost of all material & labour component, the cost of all mock ups at site,

cost of all samples of the individual components for testing in an

approved laboratory, field tests on the assembled working curtain wall

with aluminium composite panel cladding, cleaning and protection of 8.32 11.593 SQM 5,015.05 58,140.10 -

the curtain wall with aluminium composite panel cladding till the

handing over of the building for occupation. Base frame work for ACP

cladding is payable under the relevant aluminium items. The Contractor

shall provide curtain wall with aluminium composite panel cladding,

having all the performance characteristics all complete , as per the

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

approved shop drawings and as directed by the Engineer-in-Charge.

However, for the purpose of payment, only the actual area on the

external face of the curtain wall with Aluminum Composite Panel - -

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

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

corners, all necessary fittings complete, including applying a priming

coat of approved steel primer.

Using M.S. angels 40x40x6 mm for diagonal braces 10.5.1 6.480 KG 5,804.35 37,612.19 -

Steel work welded in built up sections/ framed work, including cutting,

31 hoisting, fixing in position and applying a priming coat of approved steel - -

primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar

Providing and fixing in position collapsible steel shutters with vertical

channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,

with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel

pulleys, complete with bolts, nuts, locking arrangement, stoppers,

handles, including applying a priming coat of approved steel primer.

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

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

approved steel primer all complete.Fixed to openings /wooden frames

with rawl plugs screws etc.

Fixed to openings /wooden frames with rawl plugs screws

Digitally signed by SUPARNA

Providing and fixing factory made uPVC glazed/wire mesh windows/

doors comprising of lead free uPVC multi-chambered frame, sash and

mullion/coupler (where ever required) extruded profiles having

minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and

2.10 mm f or Series R3 and R4 profiles conforming to EN: 12608 in any

shape, colour and design duly reinforced with galvanized mild steel

section made of required shape & size as per CPWD Specification, uPVC

extruded glazing beads, interlocks and lnline sash adaptor (where ever

34 required) of appropriate dimension, EPDM gasket, hardware, SS 304 - -

grade fasteners of minimum 8 mm dia with countersunk head,

comprising of matching polyamide PA6 grade sleeve for fixing frame to

finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps

and necessary stainless steel screws etc. Profile of frame, sash & mullion

(if required) shall be mitred cut and fusion welded/mechanically jointed

duly sealed at all corners, including drilling of holes for fixing hardware

and drainage of water etc. After fixing frame the gap between frame and

adjacent finished wall shall be filled with weather proof silicon sealant

Wire mesh /rod of approved

of plain/ and quality,

toughened/ all complete

laminated/ as perglass unit

with/ without high performance coatings as per design requirements

and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:-

Structural design proof checked from a Government Engineering

Institute, to be provided by the manufacturer for (i) Sites with basic wind

speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height

more than 20m for all wind speeds

wo and half track three panels sliding window with two glazed & one

wire mesh panels with Aluminium channel for r oller track, wool pile, - -

nylon rollers with SS 304 body

Using R2 series with frame (65 mm & above) x (40 mm & above) &

glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18

mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated

touch locks with hook (Height upto 1.2 metre).

Providing and fixing factory made uPVC door frame made of uPVC

extruded sections having an overall dimension as below (tolerance ±1

mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame

to be Jointed with galvanized brackets and stainless steel screws, joints

35 mitred and Plastic welded. The hinge side vertical of the frames - -

reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1

mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame

complete as per manufacturer's specification and direction of Engineer

Extruded section profile size 42x50 mm 9.117.2 32.480 metre 331.35 10,762.25 -

Providing and fixing glazing in aluminium door, window, ventilator

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

36 complete as per the architectural drawings and the directions of - -

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

With float glass panes of 5 mm thickness (weight not less than 12.50

Providing and fixing glazing in aluminium door, window, ventilator

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

37 complete as per the architectural drawings and the directions of - -

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

With float glass panes of 8 mm thickness (weight not less than 20

Filling the gap in between aluminium frame and adjacent

RCC/Brickwork/ Stone Work by providing weather silicon sealant over

backer rod of approved quality as per architectural drawings and

direction of Engineer-in-charge

Upto 5mm depth and 5mm width 21.8.1 771.000 Meter 96.75 74,594.25 -

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and approved shop

drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS

1474,including super durable powder coating of 60-80 microns

conforming to AAMA 2604 of required colour and shade as approved by

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

cleats, sleeves, screws etc. necessary for fabrication of extruded

aluminium frame work. Nothing extra shall be paid on this account). The

weight of aluminium extruded section shall be taken for purpose of

Digitally signed by SUPARNA

Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12- 6 mm insulated glass (double

glazed) vision panel units of size and shape as required and specified,

comprising of an outer heat strengthened float glass 6 mm thick, of

approved colour and shade with reflective soft coating on surface # 2 of

approved colour and shade, an inner Heat strengthned clear float glass 6

mm thick, spacer tube 12 mm wide, dessicants, including primary seal

and secondary seal (structural silicone sealant) etc. all complete for the

required performances, as per the Architectural drawings, as per the

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

Charge. The IGUs shall be assembled in the factory/ workshop of the

glass processor.

(Payment for fixing of IGU Panels in the curtain glazing is included in cost

of item No.25.2)

For payment, only the actual area of glass on face # 1 of the glass panels

(excluding the areas of the grooves and weather silicone sealant)

provided and fixed in position, shall be measured in sqm. (i) Coloured

tinted float glass 6 mm thick substrate with reflective soft coating on

face # 2, + 12 mm Airgap + 6 mm Heat Strengthened clear Glass of

approved make having properties as visible Light transmittance (VLT) of 25.3 71.280 SQM 3,718.70 2,65,068.94 -

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

10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3

W/m2 degree K etc. The properties of performance glass shall be

decided by technical sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including

providing and supplying at site all accessories and hardwares for the

openable panels as specified and of the approved make such as heavy

duty stainless steel friction hinges, min 4 -point cremone locking sets

41 with stainless steel plates, handles, buffers etc. including necessary 25.4 3.938 SQM 3,671.50 14,456.53 -

stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete

as per the Architectural drawings, as per the approved shop drawings, as

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

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

42 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm - -

thick cement plaster 1:6 (1 cement : 6 fine sand).

43 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) - -

44 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) - -

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

Glazed Vitrified tiles Matt/Antiskid finish of size - -

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by manufacturer), with water absorption less than 0.08 % and

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

46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 - -

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm

including grouting the joint with white cement & matching pigments etc.

Providing and laying flamed finish Granite stone flooring in required

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

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

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

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

with white cement slurry admixed with pigment of matching shade

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

as directed by the Engineer-in-Charge :

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat

Eye or equivalent.

Digitally signed by SUPARNA

Providing and fixing 1st quality ceramic glazed wall tiles conforming to

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

make, in all colours, shades except burgundy, bottle green, black of any

size as approved by 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

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 of edges to give high gloss finish etc.

complete at all levels.

Granite stone slab of colour black, Cherry/Ruby red .

Area of slab over 0.50 sqm

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 20

mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Light shade pigment using white cement

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):

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

52 sand) and jointed with grey cement slurry mixed with pigment to match 11.27 3.050 SQM 2,354.70 7,181.84 -

the shade of the slabs, including rubbing and polishing complete.

Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an evenshade

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

with ordinary paint of approved brand and manufacture

Painting wood work with Deluxe Multi Surface Paint of required shade.

Two or more coat applied @0.90 ltr/10 sqm over an under coat of

primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture

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.

Applying priming coats with primer of approved brand and manufacture,

having low VOC (Volatile Organic Compound ) content.

With water thinnable cement primer on wall surface having

VOC content less than 50 grams/litre

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50 grams/

litre of approved brand and manufacture, including applying additional

coats wherever required to achieve even shade and colour.

Supply & applying Asian Royale Health Shield Anti

Bacterial Paint, Brand:- Asian Paints, Finish:-High Gloss, Form Of Paint:-

Liquid, Paint Base Type:-Thinner Based, Is It Anti

Corrosion:- Anti Corrosion, Water Resistant:-Yes, Shelf Life:-36

months, Model Name:-Royale Health Shield,

as directed by Engineer-in- Charge:

Finishing walls with textured exterior paint of required shade : New

59 work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including 13.45.1 3551.087 SQM 223.60 7,94,022.94 -

priming coat of exterior primer applied @ 2.20kg/10 sqm

Digitally signed by SUPARNA

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 treatment. (b) Laying

brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm

60 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

terrace sobyfinished

Engineer-in-charge. (d) with

shall be flooded Finishing

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”:

With average thickness of 120 mm and minimum thickness

at khurra as 65 mm.

Providing and applying fibre reinforced elastomeric liquid water

proofing membrane with resilient acrylic polymers having Sun

Reflectivity Index (SRI) of 105 on top of concrete roof in three coats

@10.76 litre/ 10 sqm. One coat of self-priming of elastomeric

waterproofing liquid (dilution

61 with water in the ratio of 3:1) and two coats of undiluted elastomeric 22.22A 280.567 SQM 563.10 1,57,987.07 -

waterproofing liquid (dry film thickness of complete application/system

not less than 500 microns). The operation shall be carried out after

scrapping and properly cleaning the surface to remove loose particles

with wire brushes, complete in all respect as per the direction of

Engineer in-Charge

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

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

polishing and making curvature (wherever required) and fitting the same

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

railing with necessary accessories & stainless steel dash fasteners ,

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

side of waist slab with suitable arrangement as per approval of Engineer-

Providing and fixing false ceiling at all heights with integral densified

calcium silicate reinforced with fibre and natural filler false ceiling tiles

of Size 595x595 mm of approved texture, design and patterns as per

CPWD Specification 2019, to be laid in true horizontal level suspended

on inter locking metal T-Grid of hot dipped galvanised iron section of

0.33 mm thick (galvanized @ 120 grams per sqm including both

sides)comprising of main-T runners of size 24x38 mm of length 3000

mm,cross - T of size 24x32 mm of length 1200 mm and

secondaryintermediate cross-T of size 24x32 mm of length 600 mm to

formgrid module of size 600 x 600 mm, suspended from ceiling using

galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50

mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000

mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed

with grid and Z cleat of size 25x37x25x1.6 mm thick with precut hole on

both 25 mm flange to pierce into 12x50 mm or even bigger size dash

fastener if require, fixed with Glavanised iron perimeter wall angle or

size 24x24x0.40 mm of length 3000 mm to be f ixed on periphey wall /

partition with the help of plastic rawl plugs at 450 mm center to center

and 40 mm long dry wall S.S screws. The work shall be carried out as per - -

Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm

module which includes providing and fixing 'C' wall angle of size

20x30x20 mm made of 0.5 mm thick pre painted steel along the

perimeter of the r oom with help of nylon sleeves and wooden screws at

300 mm center to centre, suspending the main C carrier of size

1Ox38x10 mm made of G.I steel 0.7 mm thick from the soffit with the

help of soffit cleat 37x27x25x1 .6 mm, rawl plugs of size 38x12 mm and

64 C carrier suspension clip and main carrier bracket at 1000 mm c/c. - -

Inverted triangle shaped Spring Tee having height of 24 mm and width of

34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier

and in direction perpendicular to it at 600 mm centers with the help of

suspension brackets. Wherever the main C carrier and spring T have to

join, C carrier and spring T connectors have to be used. All sections to be

galvanized@ 120 gms/sqm (both side inclusive), fixing with clip in tiles

into spring T with :

Digitally signed by SUPARNA

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size

600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having

galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically 12.54.1 129.54 SQM 2,221.70 2,87,791.52 -

polyester powder coated of thickness 60 microns (minimum), including

factory painted after bending.

Centering and shuttering including strutting, propping etc. and removal

A) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 462.26 SQM 392.15 1,81,276.06 -

B) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 1674.32 SQM 961.30 16,09,522.95 -

C) Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5 2991.43 SQM 736.40 22,02,888.68 -

F) Weather shed, Chajjas, corbels etc., including edges 5.9.19 13.41 SQM 951.10 12,749.50 -

G) Stairs, (excluding landings) except spiral-staircases 5.9.7 73.93 SQM 764.95 56,549.69 -

H) Suspended floors, roofs, landings, balconies and access platform 5.9.3 2936.68 SQM 927.25 27,23,036.96 -

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

and string courses etc.

DSR Total MR Total

Digitally signed by SUPARNA

TENTATIVE ESTIMATE FOR SANITARY AND PLUMBING WORK HOSPITAL BUILDING FOR CORPORATION (DVC) AT DAMODAR

VALLEY, DURGAPUR, WEST BENGAL

Plumbing & Sanitation

RATE (A) MR RATE

S.N. DESCRIPTION OF ITEM Item No. QUANTITY UNIT AMOUNT MR AMOUNT

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,

1 with manually controlled device (handle lever), conforming 17.2

to IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever

W.C. pan with ISI marked white solid plastic seat and lid 17.2.1 35 each 6,515.55 2,28,044.25 -

Supplying, fitting and fixing Hand Shower (Health Faucet)

with 1mtr Fexible Tube with Wall Hook of approved make.

Supplying, fitting and fixing 2 way bib cock with flange of

Supplying,fitting and fixing approved brand P.V.C.

4 CONNECTOR white flexible, with both ends coupling with - - -

heavy brass C.P. nut, 15 mm dia.

600 mm long NON-DSR 81 each - 126.26 10,227.06

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

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

pattern, including painting of fittings and brackets, cutting

and making good the walls wherever require:

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

15 mm CP Brass single hole basin mixer

Providing and fixing white vitreous china flat back or wall

6 corner type lipped front urinal basin of 430x260x350 mm or 17.23 4 each 1,648.95 6,595.80 -

340x410x265 mm sizes respectively.

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

including P.V.C. waste fittings complete.

Flexible pipe 17.28.1 - -

Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers

Providing and fixing PTMT Waste Coupling for wash basin

and sink, of approved quality and colour.

Waste coupling 38 mm dia of 83 mm length and 77 mm

breadth, weighing not less than 60 gms

Providing and fixing CP Brass 32mm size Bottle Trap of approved

9 quality & make and as per the direction of Engineer-in-charge. 17.22A 32 each 1,034.80 33,113.60 -

Providing and fixing PTMT towel rail complete with brackets fixed

10 to wooden cleats with CP brass screws with concealed fittings 17.73 - -

arrangement of approved quality and colour.

600 mm long towel rail with total length of 645 mm, width 78 mm

and effective height of 88 mm, weighing not less than 190 gms. 17.73.2 30 each 708.95 21,268.50 -

Providing and fixing C.P. brass shower rose with 15 or 20 mm

Providing and fixing C.P. brass long body bib cock of

12 approved quality conforming to IS standards and weighing 18.51 - -

not less than 690 gms.

Providing and fixing C.P. brass stop cock (concealed) of

13 standard design and of approved make conforming to 18.52 - -

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

and geyser points of approved quality conforming to IS:8931

Providing and fixing white vitreous china laboratory sink with C.I.

brackets, C.P. brass chain with rubber plug, 40 mm C.P brass

15 waste and 40mm C.P. brass trap with necessary C.P. brass unions 17.11 - -

complete, including painting of fittings and brackets, cutting and

making good the wall wherever required :

Supply of UPVC pipes (B Type) & fittings conforming to IS-

(A) Single Socketed 3 Meter Length - -

(B) Fittings - - -

Single Y - - -

Double Y - - -

Door Tee - - -

Digitally signed by SUPARNA

RATE (A) MR RATE

S.N. DESCRIPTION OF ITEM Item No. QUANTITY UNIT AMOUNT MR AMOUNT

Vent Cowl - - -

Pipe Clip - - -

Supplying, fitting & fixing Tile/Marble Drain consists

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

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

including all CPVC plain & brass threaded fittings and fixing

the pipe with clamps at 1.00 m spacing. This includes jointing

18 of pipes & fittings with one step CPVC solvent cement and 18.8 - -

the cost of cutting chases and making good the same

including testing of joints complete as per direction of

Engineer in Charge. Concealed work, including cutting chases

and making good the walls etc.

CPVC Pipes (SDR-11) - -

20 mm nominal dia Pipes 18.8.2 237 Mtr 537.60 1,27,411.20 -

25 mm nominal dia Pipes 18.8.3 120 Mtr 627.25 75,270.00 -

32 mm nominal dia Pipes 18.8.4 40 Mtr 739.30 29,572.00 -

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

19 clamps, including cutting and making good the walls etc. 18.10 - -

Internal work - Exposed on wall

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

including trenching and refilling etc.

External work - -

32 mm dia nominal bore 18.12.4 40 Mtr 540.30 21,612.00 -

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

approved quality (screwed end) :

Providing and placing on terrace (at all floor levels) polyethylene

water storage tank, IS : 12701 marked, with cover and suitable

22 locking arrangement and making necessary holes for inlet, outlet 18.48 8000 Litre 11.00 88,000.00 -

and overflow pipes but without fittings and the base support for

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

23 pipes with collars jointed with stiff mixture of cement mortar 19.6 - -

in the proportion of 1:2 (1 cement : 2 fine sand) including

testing of joints etc. complete :

Constructing Inspection pit of inside measurement 600mm X

600mm X upto 600mm (depth) with 250 mm thick 1st. class

brick work in cement mortar (1:4) on all sides, bottom of the

pit consisting of 100 mm thick cement concrete (1:3:6) with

stone chips over a layer of jhama brick flat soling,15 mm

thick (1:4) cement plaster to inside walls and out-side walls

upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit,

providing necessary invert with cement concrete (1:3:6) with

stone chips as per direction, neat cement finishing to entire

24 internal surfaces, top of the pit covered with 100 mm thick NDSR 70 each - 8,617.54 6,03,227.80

R.C.C. slab (1:1.5:3) with stone chips and necessary

reinforcements upto 1% and shuttering including 6 mm thick

cement plaster (1:4) in all external surfaces of the slab and

one 560 mm dia. R.C.C. manhole cover of approved make

supplied, fitted and fixed in the slab with necessary fittings,

necessary earthwork in excavation in all sorts of soil, filling

sides of the pit with earth and removing spoils after work

complete in all respect with all costs of labour and materials.

i) With Pakur variety.

Digitally signed by SUPARNA

RATE (A) MR RATE

S.N. DESCRIPTION OF ITEM Item No. QUANTITY UNIT AMOUNT MR AMOUNT

iii) Extra for each additional depth of 150 mm or part thereof

beyond initial 600 mm depth.

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

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

cover with frame (light duty) 455x610 mm internal

26 dimensions, total weight of cover and frame to be not 19.7.1 - -

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

With Sewer bricks conforming to IS : 4885 19.7.1.2 35 each 12,711.80 4,44,913.00 -

Supplying, fitting and fixing in position reinforced cement

polymer concrete manhole /gully pit cover with matching

27 frame.As per I.S-12592(M.D) [Note: - -

This work should not be executed without specific

permission of Superintending Engineer.]

20 MT load bearing capacity round manhole cover provided

with two lifter hooks fitted with matching frame of size

Cover: 600 mm X 75 mm

Frame: 750 mm X 150 mm

Weight: 170 kg (approx)

Supplying, fitting and fixing in position FRP/GRP/ COMPOSITE

UV stabilizer Gully Pit Cover with high abrasion surface of

7mm top thicknes, density of 2KG/m³ of approved make

with rim of approved make (Heavy type)

40 M.T. Gully pit cover (yard gully) with arrangement for

opening of size

Frame Clear Opening

Cover Out to Out

Providing M.S. foot rests including fixing in manholes with

20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size)

as per standard design :

With 20x20 mm square bar 19.15.1 105 each 544.70 57,193.50 -

Boring/drilling bore well of required dia for casing/ strainer

pipe, by suitable method prescribed in IS: 2800 (part I),

including collecting samples from different strata, preparing

and submitting strata chart/ bore log, including hire &

running charges of all equipments, tools, plants &

machineries required for the job, all complete as per

direction of Engineer-in-charge, upto 90 metre depth below

All types of soil 23.1.1 - -

Boring/drilling bore well of required dia for casing/ strainer

pipe, by suitable method prescribed in IS: 2800 (part I),

including collecting samples from different strata, preparing

and submitting strata chart/ bore log, including hire &

running charges of all equipments, tools, plants &

machineries required for the job, all complete as per

direction of Engineer -in-charge, beyond 90 metre & upto

150 metre depth below ground level.

All types of soil 23.2.1 - -

Supplying, assembling, lowering and fixing in vertical position

in bore well, unplasticized PVC medium well casing (CM) pipe

of required dia, conforming to IS: 12818, including required

hire and labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer -in-

150 mm nominal size dia 23.3.2 20 metre 793.25 15,865.00 -

Supplying, assembling, lowering and fixing in vertical position

in bore well unplasticized PVC medium well screen (RMS)

33 pipes with ribs, conforming to IS: 12818, including hire & 23.4 - -

labour charges, fittings & accessories etc. all complete, for all

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

100 mm nominal size dia 23.4.1 20 metre 686.55 13,731.00 -

Digitally signed by SUPARNA

RATE (A) MR RATE

S.N. DESCRIPTION OF ITEM Item No. QUANTITY UNIT AMOUNT MR AMOUNT

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.

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.

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

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

37 casing/housing pipe of tubewell as per IS: 2800 (part I), 23.14 - -

including necessary bolts & nuts of required size complete.

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

38 the bottom of pipe assembly of tubewell as per IS:2800 (part 23.15 - -

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

including trenching and refilling etc.

80 mm dia nominal bore 18.12.8 80 metre 1,041.70 83,336.00 -

Supply delivery lowering of bore well submersible pump with

motor (12 cu mtr/hr, 40mtr head) of approved make.

40 Complete with other accessories like cable, star delta starter, non-sch 1 set - 60,197.80 60,197.80

control panel, sluice valve & non returning valve etc. all

Supply delivery lowering of open well submersible pump

with motor (12 cu mtr/hr, 45mtr head) of approved make.

41 Complete with other accessories like cable, star delta starter, non-sch 2 set - 54,507.68 1,09,015.36

control panel, sluice valve & non returning valve etc. all

Supply, commissioning, installation of 5 KLD Effluent

treatment plant along with 10 KLD Sewage Treatment Plant

with MBBR technology including Primary, Secondary and

tertiary treatment having suitable capacity FRP vessles,

blower, diffusers, pumps, valves pipe line, filter press, dosing

system, electrical panel, cable etc. complete. (Excluding Civil

cost). Plant description : Coarse Screen (2 no.) (For ETP and

STP) , Fine Screen (2 nos.) (For ETP and STP), Sewage

42 Transfer Pump (2 nos.) for STP , Effluent Transfer Pump (2 non-sch 1 JOB - 25,60,745.81 25,60,745.81

nos.) for ETP, Sludge Recycle Pump (1 no) (For ETP and STP) ,

Air blowers 4 Nos. (2w+2s) (For ETP and STP), MBBR MEDIA

(02 Lots) For ETP and STP , Filter feed Submersible Pump 2

No (1w+1s) , Pressure sand filter (FRP 600mm dia) (For ETP

and STP) , Activate carbon filter (FRP 600mm dia) (For ETP

and STP), Hypo chlorine doing systems (For ETP and STP) ,

Filter press (For ETP and STP) , Chemical coagulation system

and Flocculation system for ETP , pH control system for ETP

DSR Total Amount 37,23,438.25 MR Total Amount 45,72,051.75

DSR Total Amount 37,23,438.25 MR Total Amount 45,72,051.75

SAY Total Amount 82,95,490.00

SAY Total Amount 82,95,490.00

Digitally signed by SUPARNA

PROPOSED HOSPITAL BUILDING NBCC PROJECT

ABSTRACT OF ELECTRICAL WORKS ESTIMATE

SLNO DESCRIPTION DSR 2022 AMOUNT DSR 2025 AMOUNT NON DSR AMOUNT TOTAL

2 SUBHEAD :2_LIGHT FITTINGS AND FANS 43,552.00 8,94,618.00 46,800.00 90,352.00

5 SUBHEAD :5_LIGHTNING PROTECTION SYSTEM 2,74,832.00 - - 2,74,832.00

7 SUBHEAD :7_CABLE TRAY & RACEWAY 19,912.00 - 19,730.00 39,642.00

8 SUBHEAD :8_ELE MEDIUM VOLTAGE PANELS - - 7,90,260.00 7,90,260.00

11 SUB HEAD :11_DG SET WITH AMF PANEL - 47,86,825.00 - -

12 SUBHEAD :12_AIR CONDITIONER - 11,86,706.00 - -

13 SUB HEAD :13_MISCELLANEOUS ITEMS 27,527.00 - - 27,527.00

TOTAL AMOUNT (DSR-2022) 1,15,24,964.60

TOTAL AMOUNT (DSR-2022) 1,15,24,964.60

TOTAL AMOUNT (DSR-2025) 77,81,749.00

TOTAL AMOUNT (DSR-2025) 77,81,749.00

TOTAL AMOUNT (NON DSR W/O G.S.T) 1,04,67,642.81

TOTAL AMOUNT (NON DSR W/O G.S.T) 1,04,67,642.81

GRAND TOTAL 2,97,74,356.41

GRAND TOTAL 2,97,74,356.41

Digitally signed by SUPARNA

PROPOSED HOSPITAL BUILDING NBCC PROJECT

ESTIMATE-INTERNAL ELECTRICAL WORKS

N DSR DSR 2022 DSR ITEMS 2022 DSR ITEMS 2025 NON-DSR ITEMS

SL TOTAL AMOUNT

SL TOTAL AMOUNT

NO NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT RATE AMOUNT

SUBHEAD :1_WIRING

Wiring for light point/ fan point/ exhaust fan point/ call bell point 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 GI box and

earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.)

with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,

and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.

Wiring for twin control light point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/

#REF! 1.11 recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 Point 6 1,562.00 9,372.00 -

sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor,

single core cable in surface/ recessed PVC conduit as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/

recessed steel/ PVC conduit as reqired.

Supplying and Fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including

cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing

and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing

17 1.32 and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. Each 147 586.00 86,142.00 -

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng

18 1.56 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 Each 219 676.00 1,48,044.00 -

plugs to be used in non residential buildings).

Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and

19 1.57 fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required. Each 59 727.00 42,893.00 -

10.17 Providing and fixing M.S. Fan clamp of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams

20 (DSR- during laying, including painting the exposed portion of loop, all as per standard design complete. Each 0 226.00 - -

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm

height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the

cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12

mm dia M.S. bar bent to shape as per standard drawing.

23 SUBHEAD :2_LIGHT FITTINGS AND FANS

Digitally signed by SUPARNA

Brush Less Direct Current (BLDC) Motor Supply, Installation, Testing and Commissioning of ceiling fan with 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

DSR(E& (CM/M/W) minimum as below, 350 RPM (tolerance as per IS :374-2019), THD (Total Harmonic Distortion) less than 10%,

23 M)-VOL- 2.2' suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers,

II, 2025 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 req

DSR(E& 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min

25 1.34 Supplying and fixing brass batten/angle holder including connection etc as required. Each 182 131.00 23,842.00

Supplying of exhaust fan medium duty 230 V A.C. 50 cycles 225

25 2.1 mm. 1400 RPM with condenser complete erected in position with necessary Each 30 1,560.00 46,800.00

materials. Fan motor with moisture proof treatment and ‘E’ class insulation

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc.

Extra for fixing the louvers/ shutters complete with frame for a

exhaust fan of all sizes

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

DSR(E& Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant

M)-VOL- 1.8 BIS standard and trade mark certificate (T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/Screen printing on

II, 2025 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). Powder coated die cast / Extruded aluminium Body (Thickness ≥ 1.20 mm)

DSR(E& 36 Watt

LED Down lighter (SMD Type) (System lumen efficacy >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.

DSR(E& F.≥0.95, IP20, CRI >80,UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED,Driver

M)-VOL- 1.3 & electrical circuitry), life time of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends as per

II, 2025 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) <3, Maximum power consumption should not more than the specified rating

and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/

Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED

fixtures. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and

earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 &

DSR(E& 18 Watt

DSR(E& 8-10 Watt

Digitally signed by SUPARNA

LED Batten light (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and

construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating

voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range - 15 deg to 40 deg centigrade, internal surge protection of 2.5

KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be below 5

DSR(E& %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained

30 M)-VOL- 1.11 till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM (Standard Deviation Color

II, 2025 Matching)<3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS

standard and trade mark certificate (T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on

housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. complete in all respect

i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. 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

DSR(E& 18-22 Watt

LED Down lighter (COB Type) (System lumen efficacy ≥120 lm/Watt )

Supplying, installation, Testing & Commissioning of LED Recessed /surface Down lighter (Round / square/ Rectangular)

COB Type of following body material and construction as per IS : 10322 with driver as per

the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, 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

DSR(E& Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS

31 M)-VOL- 1.5 standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on

II, 2025 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 aluminum housing such that LED junction

temperature shall not rise above 90°C).

Powder coated die cast /Extruded aluminium Body including trim

with Aluminium Reflector

DSR(E& 30 Watt

3 SUBHEAD :3_MCB ,DB'S

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on

33 2.4 surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing following way, surface/recess mounting, vertical type, 415V, TPN MCB distribution board of sheet

steel, dust protected, duly powdwr painted, inclusive of 200A tinned copper BUS bar, common neutral, 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) horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/

recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including

earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess,

5 2.3 complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing

etc. as required. (But without MCB/RCCB/Isolator

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load

6 2.10 of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing

and commissioning etc. as required

Digitally signed by SUPARNA

Supplying and fixing following rating, double pole, 230 V, isolator in the existing MCB DB complete with connections,

testing and commissioning etc. as required

Supplying and fixing following rating,double pole, (single phase and neutral), 240 volts, residual current circuit breaker

39 2.14 (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning

etc. as required.

Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB

distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc.as required.

43 2.24.2 For 6 way, Double door TPN MCBDB Each 0 1,124.00 -

44 2.24.3 For 8 way, Double door TPN MCBDB Each 24 1,340.00 32,160.00

Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB

distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc.as required.

46 2.23.4 For 14 way, Double door SPN MCBDB Each 2 902.00 1,804.00

47 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required Each 5 13.00 65.00

49 SUBHEAD :4_EARTHING

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with

50 5.4 cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required Each 6 7,472.00 44,832.00

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover

plate having locking arrangement and watering pipe with charcoal/ coke and salt as required

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure

51 5.6 with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as Each 3 13,838.00 41,514.00

52 5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. Metre 45 1,162.00 52,290.00

53 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. Metre 120 244.00 29,280.00

55 SUBHEAD :5_LIGHTNING PROTECTION SYSTEM

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with

56 5.4 cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required Set 16 7,472.00 1,19,552.00

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top,

with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required

Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut

bolting/ sweating and soldering etc as required

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as

required.(For horizontal run)

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as

required.(For vertical run)

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts,

chuck nuts and spring washers etc. complete as required

62 6.14 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required Metre 50 195.00 9,750.00

64 SUBHEAD :6_CABLE WORKS

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the

existing RCC/ HUME/ METAL pipe as required.

67 7.5.3 Above 95 sq. mm and upto 185 sq. mm Meter 700 77.00 53,900.00

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on

cable tray as required.

69 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 100 45.00 4,500.00

70 CABLE TERMINATION

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated

and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

Digitally signed by SUPARNA

74 SUPPLY OF CABLE

Supply of XLPE insulated and PVC sheathed power cable of 1.1 kV grade, 1.1 kV, multi core, aluminum,armored ,

underground, Conforming to IS 7098-2

Supplying, erection and terminating FR XLPE insulated galvanised steel wire armoured (round) cable 1100 V, 3.5 core 70

77 MR sqmm copper conductor complete erected with gland & lugs on wall/trusses/pole/laid in provided trench/Pipe as per Metre 530 3,243.00 17,18,790.00

Supplying, erection and terminating FR XLPE insulated galvanised steel wire armoured (round) cable 1100 V, 3 core 25

77 MR sqmm copper conductor complete erected with gland & lugs on wall/trusses/pole/laid in provided trench/Pipe as per Metre 420 1,284.00 5,39,280.00

77 SUBHEAD :7_CABLE TRAY & RACEWAY

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less

78 4.6 than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the

ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

78 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 10 716.00 7,160.00

79 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 10 963.00 9,630.00

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less

79 4.7 than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the

ceiling with G.I. suspenders including G.I. bolts & nuts, etc.as required

80 4.7.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1 1,270.00 1,270.00

80 4.7.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1 1,852.00 1,852.00

Supplying and installation of following sizes 2.0 mm thick GI Raceways in recess/ on surface including chasing the

wall/floor complete as required.

82 75 mm x40 mmx2.0mm /2 comportment Meter 20 810.00 16,200.00

Supplying and installation of following sizes Junction box on surface including chasing the floor complete as required.

83 75 mm x40 mmx2.0mm /2 comportment Each 4 520.00 2,080.00

Supplying and installation of following sizes Vertical Bend in recess/ on surface including chasing the wall/floor complete as

84 75 mm x40 mmx2.0mm /2 comportment Each 1 1,450.00 1,450.00

85 SUBHEAD :8_ELE MEDIUM VOLTAGE PANELS

NOTE: Contactor will submit the GA Drawings of Panel for Approvel from Clint/Consultant before order the panel.

Fabrication, supply, installation, testing and commissionings of cubicle type floor/ wall mounted out door type Main

Distribution Board panel made out of 16mm thick CRCA sheet including connection, inter-connection alongwith 4 stsrip

aluminium bus bar as per CP WD specifications, ( Part IV - Sub-station) and IS: 8623 comprising of followings panel

mounting switchgears etc. as required.,

1 Nos. 1000Amps FP ACB 50kA (Ics=Icu=Icw for 1 sec) With Microprocessor Based release for O/C, S/C & Earth Fault

Dual type Digital energy meter with RS485 showing V, A, PF, KVAR, KWH etc. current transformers of 1000/5A ratio,

10 VA Class 1.0 metering.

88 One (1) Set of Phase Indication & ON/OFF/TRIP Lamp with 2A SP MCB.

89 Control MCB'S, control terminals & wiring as required.

Under/ Over voltage, Master trip relays along with current transformers of 1000/5A ratio, 10 VA class-5P10 protection - 1

90 Suitable arrangement to receive incoming armored cables.

90 Ameter with ASS

91 Voltmeter with VSS

91 ON/OFF/TRIP Indication

92 Open/Close Push button

92 Auto/Manual selector switch

Digitally signed by SUPARNA

93 Reverse power Protection Relay.

1200 Amps TP&N aluminum conductor bus bar (BPTM type Heat-shrinkable busbar insulation) supported by

DMC / FRP insulators.

95 7 nos. 200A FP MCCB 36kA With TM Based Release (O/C,S/C) Protection & Rom.

95 8 nos. 100A FP MCCB 30kA With TM Based Release (O/C,S/C) Protection & Rom.

96 4 nos. 40A DP MCB 10kA With Protection.

96 8.1 MDB above & as per SLD Each 1 6,45,020.00 6,45,020.00

97 I/O (MCCB BOX)

Fabrication, supply, installation, testing and commissionings of FP MCCB Box made out of 1.6mm thick CRCA sheet

97 including connection, inter-connection as per CP WD specifications, ( Part IV - Sub-station) and IS: 8623 comprising of

followings panel mounting switchgears etc. as required.,

98 INCOMING/OUTGOING:

98 1 Nos. 100Amps FP MCCB 16kA With thermal magenetic release for O/C,& S/C Protection.

99 8.2 I/O (MCCB BOX) above & as per SLD Each 5 7,970.00 39,850.00

Fabrication, supply, installation, testing and commissionings of cubicle type floor/ wall mounted Main Distribution Board

panel made out of 16mm thick CRCA sheet including connection, inter-connection alongwith 4 stsrip aluminium bus bar as

per CPWD specifications, ( Part IV - Sub-station) and IS: 8623 comprising of followings panel mounting switchgears etc. as

101 1 Nos. 100Amps FP MCCB With Double Neutral 30kA With thermal magenetic release for O/C,& S/C Protection.

101 One (1) Set of Phase Indication & ON/OFF Lamp with 2A SP MCB.

200 Amps TP&N aluminum conductor bus bar (BPTM type Heat-shrinkable busbar insulation) supported by DMC / FRP

103 OUTGOINGS:

103 2 nos. 40A DP MCB 10kA.

104 8 nos. 40A FP MCB 10kA.

104 8.3 UMDB above & as per SLD Each 1 1,05,390.00 1,05,390.00

105 SUBHEAD :9_UPS

Online UPS- Input supply: Three Phase, Output supply: Three Phase Supplying, installation, Testing & Commissioning of of

following capacity at full load (Unity Power Factor) at operating temperature 0 to 40 deg C,Relative humidity 0 to 95%,

Online double conversion true sine wave Uninterrupted hot swappable (allow for the replacement or addition of battery

modules without shutting down the entire system) modular Power

Supply (UPS) system with N+1 modules (N denotes total number of moduels requird for rated capacity). The UPS shall

include a Rectifier, inverter,battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600

VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and

Static Bypass switch alongwith provision for manual bypass, suitable isolation transformer for additional protection against

neutral faults etc. UPS shall have inbuilt phase sequence correction. The UPS systems offered are to be of the latest

technology with Digital Control Microprocessor based for reliable operation using Insulated Gate Bipolar Transistor

(IGBT)'s both for the rectifier & inverter (3 Level) with PWM (Pulse Width Modulation). The quality of

design,manufacturing and inspection process should confirm to the relevant Internationa standards such as IEC/EN/VDE.

DSR(E& The operating efficiency of the UPS systems shall be >96% while operating on battery mode and delivering quality power to

106 M)-VOL- 5.2 the 100% non-linear loads. Current total harmonic effect(ITHD) on the input grid shall be < 5% at 50 %load. (The required

II, 2025 LC (inductor (L) and a capacitor (C)) filters shall be included in UPS cost),extreme power factor kit to be included to limit

the input power factor (PF) to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ),

however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for

incoming supply AC :3Phase 400V +/-20%, 50 Hz +/-5 Hz, AC Output voltage: 3Phase 415 Volt,50 Hz +/- 0.2Hz, Overload

capacity of 120% for 10 mins, Sine wave output. Non condensing, noise level less than 60db at 1 meter distance,

protections:Input Under voltage over voltage, abnormal out voltage, battery over charging, output over current, short circuit

protection, battery deep discharge protection, 10KV surge. UPS must comply with low voltage electromagnetic compatibility

(EMC) achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and Frequency Independent (VFI)-type

UPS. Communication RS232/RS485/SNMP port open protocol for BMS integration, all hardware & software for iOT

Communication as per approved by Engineering in charge. Required battery racks and interconnecting copper conductor

cables of suitable size and connectors and all required accoseries are inclusive of the cost). This system must provide a means

for logging and alarming of all monitored points plus email notification. Forced air-cooling with integral inbuilt fans with

redundancy (if one fan fail UPS should be able to handle at least 80% of the load, Noise Level 65 DB at 1meter distance. The

system shall be in compliance IEC 62040- 1,2 & 3, IS:16242 and CPWD Specification. Display Panel (minimum) (In-build

Digitally signed by SUPARNA

DSR(E& 60KVA (Each Power module shall be < 10 KVA)

107 TOTAL OF SUBHEAD :9 9,13,600.00 - -

107 SUBHEAD :10_ELV

108 TV, TELEPHONE & DATA

Supply, Installation, Testing and Commissioning of IP PBX system initially configured with: 3 Trunk Lines and 24

108 10.1 Extensions. Expandable upto 80 Each 1 1,06,607.92 1,06,607.92

ports at extra cost. Make- AVAYA/NEC/ALCATEL/UNIFY

Supply, Installation, Testing and Commissioning of Analog phone with caller id , speaker and display Make- Beetel /

Supplying, erecting & commissioning 30 pairs FR junction box with moulded

109 10.3 plastic enclosure & 30 pair (3X10 pairs) module for connection & Each 1 3,134.90 3,134.90

disconnection of telephone cable

Supply, installation, testing and commissioning of Face Plate 1 Port - White with I/o complete as per the requirement &

complete in all respect and as directed to the satisfaction of engineer

Supply, Installation, Testing & Commissioning of 24 Port Layer 2 Managed Access Non POE switch with 24x1G Base-T

110 10.5 Ports and 4x1G Base-T Ports.Should support switching fabric of 240 Gbps or more. Operating Temp: 0° C to +50° C Make: Each 2 90,789.45 1,81,578.91

Cisco/ Juniper/ Allied Telesys/ D Link

111 10.6 Supply , Installation, Testing and Commissioing of 24 port Patch Panel, Make Legrand/Dlink/Molex Each 2 12,904.67 25,809.34

111 10.7 Supply , Installation, Testing and Commissioing of UTP Patch cord-1 Mtr Each 72 477.00 34,344.00

Supplying and Drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as Required.

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned

114 1.19 copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. Metre 0 47.00 -

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but

excluding modular plate etc. as required.

115 1.24.6 Telephone socket outlet Each 26 148.00 3,848.00

115 1.24.7 TV antenna socket outlet Each 0 148.00 -

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess

etc. as required

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.

Supplying & erecting of High definition 4/5 Megapixel IP IR Dome Camera with following features Image Sensor : minimum

1/2.8" Progressive Scan CMOS, Video Resolution : minimum 2592 x 1520 Video Compression : H.264, H.265 or higher, at

least Three individually configurable stream, Frame rate : minimum 25 fps at all resolutions, WDR : minimum 120 dB Wide

Dynamic Range, ONVIF profile conformant, minimum IR distance : 50m, Lens Type : 2.8/4/6 mm Lens, fixed focal, Field of

View : 2.8 mm, horizontal FOV 107°, vertical FOV 57°, diagonal FOV 129° 4 mm, horizontal FOV 86°, vertical FOV 47°,

119 10.8 diagonal FOV 102° 6 mm, horizontal FOV 55°, vertical FOV 29°, diagonal FOV 65° Lux sensitivity - minimum 0.2 Lux at Each 15 13,168.00 1,97,520.00

color, minimum 0.05 Lux at Black & White,0.0 Lux (IR) Night Vision Distance minimum IR - 50m. Camera minimum

Adjustment Angles - Pan : 350°, Tilt : 72°, Rotate : 350°. Power Supply : Support 12VDC & PoE, IP67, IK10 - Vandal

Resistant. Built in micro SD/SDHC/SDXC card slot of minimum 128 GB, Built in microphone. minimum Input/Output -

Audio in × 1, Audio Out × 1, Alarm in × 1, Alarm Out × 1. Image Settings : Rotate mode, saturation, brightness, contrast,

sharpness, gain, white balance. Image Enhancements : Day/Night-Auto (ICR)/Color/Black & White, 3D Digital Noise

Reduction, Automatic White Balance, Automatic Gain Control, Backlight Compensation, Highlight Compensation.Events :

Digitally signed by SUPARNA

Supplying & erecting of High definition 4/5 Megapixel IP IR Bullet Camera with following features Image Sensor : minimum

1/2.8" Progressive Scan CMOS, Video Resolution : minimum 2592 x 1520 Video Compression : H.264, H.265 or higher, at

least Three individually configurable stream, Frame rate : minimum 25 fps at all resolutions, WDR : minimum 120 dB Wide

Dynamic Range, ONVIF profile conformant,minimum IR distance : 50m, Lens Type : 2.8/4/6 mm Lens, fixed focal,Field of

View : 2.8 mm, horizontal FOV 107°, vertical FOV 57°, diagonal FOV 129° 4 mm, horizontal FOV 86°, vertical FOV 47°,

119 10.9 diagonal FOV 102° 6 mm, horizontal FOV 55°, vertical FOV 29°, diagonal FOV 65° Lux sensitivity - minimum 0.2 Lux at Each 10 13,323.00 1,33,230.00

color, minimum 0.05 Lux at Black & White, 0.0 Lux (IR) Night Vision Distance minimum IR - 50m. Camera minimum

Adjustment Angles - Pan : 350°, Tilt : 72°, Rotate : 350°. Power Supply : Support 12VDC & PoE, IP67, IK10 - Vandal

Resistant. Built in micro SD/SDHC/SDXC card slot of minimum 128 GB, Built in microphone. minimum Input/Output -

Audio in × 1, Audio Out × 1, Alarm in × 1, Alarm Out × 1. Image Settings : Rotate mode, saturation, brightness, contrast,

sharpness, gain, white balance.Image Enhancements : Day/Night-Auto (ICR)/Color/Black & White, 3D Digital Noise

Reduction, Automatic White Balance, Automatic Gain Control, Backlight Compensation, Highlight Compensation. Events :

Supplying, installing, testing & commissioning of 32/40 Ch Network Video Recorder (NVR), suitable connect Min. 32 IP

Cameras, up to 5 Megapixel Resolution, with HDMI1/VGA1 outputs, provided Atleast one HDMI output of 4K resolution,

atleast one VGA output with output up to 1920x1080,

Support H.265 or higher, H.264, MJPEG,Supports Redundant Dual Power,Incoming Bandwidth 320 Mbps with minimum 8

SATA ports, ANR Technology,8 SATA interfaces for 8 HDDs and capacity of each HDD up to 8TB,minimum 02 USB

120 10.10' port, Alarm I/O 16/4, RJ-45 10/100/ 1000 Mbps selfadaptive Each 1 1,04,274.00 1,04,274.00

Ethernet interface, support multibrand network Cameras,ONVIF conformance,Multiple network monitoring: Web viewer

.support protocol TCP/IP, DHCP, DNS, DDNS, NTP, SADP, SMTP, NFS,iSCSI, UPnP™, HTTPS.RoHS, UL, CE, FCC

certified.duly erected in provided U Rack with wiring connections, tagging and

programming etc. complete as per specifications no. CCTV-NVR

Supply of 55" LED Panel, 4K LED Screen for live view and replay of recorded View with mounting stand & HDMI cable.

Make: Samsung/LG/Sony

Supply , Installation, Testing and Commissioing of 8 TB of Storage Harddisk inside Servers ( H.265/ 60 days / 2 MP/ 15

fps) for cameras Make: Seagate/ Western Digital

Supply, installation, testing & commissioning of 24 Port Layer 2 Managed Access POE switch with 20x1G Base-T PoE+

121 10.13 and 4x1G Base-T Ports.Should support switching fabric of 240 Gbps or more. Should support PoE+ with PoE budget of 300 Each 1 1,60,502.00 1,60,502.00

W. Operating Temp: 0° C to +50° C Make: Cisco/ Juniper/ Allied Telesys/ D Link

Supply fitting, fixing and testing of 9 U Wall/Pole mount weather proof rack for keeping switch & other items in the filed

along with all required acessories . Make: D-Link / Omnitech/DATARACK

122 10.15 Supply, Installation, Testing and Commisioning of RJ45 Connectors Each 32 45.00 1,440.00

Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.

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.

126 FIRE ALARM SYSTEM

127 17.2 INTELLIGENT FIRE ALARM SYSTEM

Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel,

central processing unit with the following loop modules and capable of supporting not less than 240 devices (including

detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320

character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile

127 17.2.1 memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries

with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless

integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and

shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus

over IP complete as per specifications.

Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with

mounting base complete as required.

Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED,

metallic cover complete with all connections etc as required.

129 17.2.7 Supplying, installation, testing & commissioning of fault isolator complete with base as required. Each 1 2,651.00 2,651.00

Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed

tempreature thermistor complete with base as required.

Digitally signed by SUPARNA

Supplying, installation, testing & commissioning of addressable beam detector with short circuit isolator (inbuilt or seperate)

130 17.2.12 complete with emitter and receiver including connections with remote test features etc complete as required. Each 1 74,937.00 74,937.00

Supplying, installation, testing & commissioning of intelligent addressable duct detector including suitable Photo detector

complete with base as required.

131 17.2.14 Supplying, installation, testing & commissioning of addressable manual call point complete as required. Each 10 3,871.00 38,710.00

132 17.2.15 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. Each 10 3,506.00 35,060.00

Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having

XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.

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.

134 PUBLIC ADDRESS SYSTEM

Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone

135 17.3.1 button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. Each 1 1,26,411.00 1,26,411.00

135 17.3.2 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speakers complete as required. Each 4 965.00 3,860.00

135 17.3.3 Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling/wall speakers complete as required. Each 20 1,793.00 35,860.00

Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC

Supply complete as required.

Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as

Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel

conduit of following pairs, cores and size including connections and interconnections etc. as required.

137 17.5.3.1 speaker cable Single pair, 2-core, 1.5 sqmm Meter 1667 54.00 90,000.00

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.

140 SUB HEAD :11_DG SET WITH AMF PANEL

Supply, installation, Testing & Commissioning of 'Silent Type Diesel Generating set as per CPCB IV + or better norms along

with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for

50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with fuel, load for test and other

140 necessary arrangements Complete as per CPWD specifications, should have QR code which should contain drawing, test

report OEM manual,Geo-Tag of manufacturing location, rating plate as per relevant IS Code etc. and

consisting of the followings:

A) Diesel Engine:

Turbocharged Diesel engine 4 stroke water cooled, multi cylinder,dynamically balanced fly wheel, electric start of suitable

BHP at 1500 RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000

Meter MSL , capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be

141 with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning)

lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as

per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and

Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications.

141 (B) Engine mounted Instrument Panel fitted with and having digital displayfor following:

142 (i) Start-stop switch with key

142 (ii) Water temperature indication

143 (iii) Lubrication oil pressure indication

143 (iv) Lubrication oil temperature indication

144 (v) Battery charging indication and Voltage indication

144 (vi) RPM indication

145 (vii) Over speed indication

145 (viii) Low lubricantion Oil trip indication

146 (ix) Engine Running Hours indication

146 (x) Fuel Level

Digitally signed by SUPARNA

(C) Alternator:

Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging

power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected

147 Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over

loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR

conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation.

(D) Base Frame & Foundation:

Both the engine and alternator shall be mounted on suitable base fram made of MS channel with necessary reinforcement

which shall be installed on suitable cement concrete foundation and vibration isolation arrangement

as per recommendations of manufacturer.

Daily service fuel tank of suitable liters capacity as per CPWD Specifications,fabricated out of 3 mm thick M.S. sheet

complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class 'C' pipes of suitable

dia. Complete with valves, level indications & accessories as required as per specifications

(F) Exhaust System:

Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor.

(G) Starting System:

DSR(E& 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete

M)-VOL- 6.1 with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall

II, 2025 be housed inside the acoustic enclosureof DG Set.

(H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator,

extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level

outside enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such

arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The enclosure shall

be as per CPCB IV + or better norms etc. andas per CPWD specifications.

Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below

for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy

analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour

150 (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under

frequency, power (aluminum) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and

DG Set including connection interconnection etc. as required, all complete and inter locking

and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel

shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following:

1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position

ACB/ MCCB with electronic release for O/C & E/F and shunt trip.

151 2. Auto/Manual/Test/Off selector switch

3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos.

under voltage relay).

152 4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering

152 5. Energy analyser unit to indicate current, Voltage( L-N & L-L), kW, Kva (Phase & Total), Frequency, KWH, PF

153 6. LED Indicating lamps for load on mains and load on set.

153 7. Fuse/ MCB for instruments.

8. Battery charger, complete with transformer/ rectifier, D.C. voltmeter and ammeter, selector switch for trickle, off and

boost and current adjustment.

154 9. Main supply failure monitor.

155 10. Supply failure timer.

155 11. Restoration timer

156 12. Control unit with three impulse automatic engine start/stop and failure to start lockout.

156 13. Impulse counter with locking and reset facility.

157 14. ON/OFF/Control circuit switch with indicator

157 15. Audio/Video annunciation for

158 (i) High water temperature

158 (ii) Low lubricating oil pressure

159 (iii) Engine over speed

159 (iv) Engine fails to start

160 (v) Full load/maximum load warning

16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of relays

and accessories

Digitally signed by SUPARNA

161 17. Maintenance notification based on Engine Run Hour & due date

18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of

essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto

start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform

the operation shall be provided by the contractor including all control wiring.

163 SUBHEAD :12_AIR CONDITIONER

Supply , Installation, Testing and Commissioning of Air Cooled Hi Wall split type Air conditioners complete with Indoor

unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile

rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU) i/c drain pipe R-

32/R-410/ R-407 Green Refrigerant, wireless Remote control, suitable for working between 180-260V with low & high

voltage cutoff and 50 hz ,1 phase AC supply capable of performing cooling, dehumidification, air circulation of following

163 8.2 capacity with Scroll / rotary compressor. The system shall be able to deliver 100% of the rated capacity upto 42 Degree

DSR(E& Celsius. Min 5 year Original Equipment Manufacturer (OEM) warranty both compressor and Printed Circuit Board (PCB).

M)-VOL- Must comply : Electrical cable IS 694 or IS 9968 temperature sensing control IS /International Electro technical Commission

II, 2025 (IEC) 60730, hermetic compressor IS 10617, heat exchanger IS 11329, capacitor IS 2993 and motor IS 12615. Complete as

per CPWD specification and IS : 1391 Part II 2023. The system shall be able to operate up to 50 0C (out door ambient

Inverter Type - Hot & Cold

1.5 TR with 3 Star BEE Rating

Inverter Type - Cooling only

2 TR with 5 Star BEE Rating

165 TOTAL OF SUBHEAD :12 11,86,706.00 - -

165 SUB HEAD :13_MISCELLANEOUS ITEMS

Providing and fixing MV. danger notice plate of 200 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous

enameled white on both sides, and with inscription in single red colour on front side as required

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers

etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground

level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as

168 TOTAL OF INTERNAL ELECTRICAL WORKS 77,81,749.00 2,19,92,607.41

Digitally signed by SUPARNA

DETAILED ESTIMATE OF PROPOSED CONSTRUCTION HOSPITAL BUILDING FOR DAMODAR VALLEY CORPORATION (DVC) AT DURGAPUR,

DSR DSR Unit DSR NON-DSR

Sl.No. DESCRIPTION QTY. UNIT Rate

CODE NO. Rate Amount SOR Amount

A FIRE WATER PUMPING SYSTEM

(A) Supplying, installation, testing and commissioning of Electric driven Main Fire

Pump suitable for automatic operation and consisting of following, complete in all

respects, as required:

(B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body &

bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.

(C) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500

1 18.1.9 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 1.0 Each 2,84,283.00 2,84,283.00

protection for enclosure, horizontal 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 with anti vibration pads.

1620 Ipm at 56 m Head

A) Supplying, installation, testing and commissioning of diesel engine driven main

fire pump suitable for automatic operation and consisting of following, complete

in all respects, as required: (Diesel Driven Pump)

(B) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze

impeller with stainless steel shaft, mechanical seal conforming to IS 1520.

(C) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to

relevant IS standard complete with auto starting mechanism, 12/24 volts electric

starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump

2 18.2.9 house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium 1.0 Each 5,12,713.00 5,12,713.00

sheet cladding, residential silencer, instruments and protection as per standard

specification, stop solenoid for auto stop in the event of fault with audio

indications, painted with post office red colour etc. as required.

(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

1620 Ipm at 56 m Head

(A) Supplying, installation, testing and commissioning of electric driven

pressurisation pump suitable for automatic operation and consisting of following,

complete in all respects, as required: (Jockey Pump)

(B) Horizontal type, multistage, centrifugal pump of cast iron body and bronze

impeller with stainless steel shaft, mechanical seal conforming 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 IP 55 class of protection for enclosure,

horizontal 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

Digitally signed by SUPARNA

DSR DSR Unit DSR NON-DSR

Sl.No. DESCRIPTION QTY. UNIT Rate

CODE NO. Rate Amount SOR Amount

Fabrication, Supplying, Installation, Testing & Commissioning of Electrical Control

Panel of cubical construction ,floor mounted type, fabricated out of 2mm. thick

CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin

proof, powder coated of approved shade after 7 tank treatment process, cable

alley, interconnection with suitable size copper conductor cable/solid copper strip

,having switchgears and accessories, mounting and internal wiring, earth

terminals, numbering etc. complete in all respects, suitable for main fire

pump,pressurisation pump & diesel pump set complete as per CPWD specification

with following in coming and outgoings, suitable for operation on 415 V, 3 phase

50 HZ AC supply with enclosure protection class IP 42.

250A, 50kA 4 Pole MCCB, lcs=100% Icu rating

Digital Voltmeter 0-500V with selector switch

4 18.5.1 Digital Ammeter (0-250 A) with selector swtich & CTs etc. 1.0 Each 2,45,730.00 2,45,730.00

LED type RYB phase indicating lamps ,ON,OFF,trip indicating lamps

Set of Copper Bus Bar 300A

(Note : All outgoing feeders for pumps should have digital Ammeter with selector

switches,and LED type ON,OFF, trip indicating lamps)

125 A, 50kA TPN and MCCB, Ics=100% Icu, with fully automatic Star/Delta starter

suitable for 60 HP pump with overload protection, current sensing type single

phase preventor complete with all acceessories and internal wiring required for

automatic operation, selector switch for local/remote, auto/manual/OFF

Supply,Installation and termination of power/control armoured Aluminium

5 cables,for Main pump, Stand by pump, Jockey pump, and Terrace pump from

MCC to Pumpsets for Pressure switches as per Eelctrical scope.(including supply

and Fixing of cable tray and GI Earthing strip etc)

Supplying and making end termination with brass compression

gland and aluminium lugs for following size of PVC insulated and

a 9.1.23 PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade 4.0 Each 413.00 1,652.00

as required. As required.

Supplying, erection and terminating FR XLPE insulated galvanised steel wire

c MR armoured (round) cable 1100 V, 3.5 core 50 sqmm copper conductor 20.0 Mtr 3,118.56 62,371.24

complete erected with gland & lugs on wall/trusses/pole/laid in provided

trench/Pipe as per specification

Supply,installation Polycab 3 Core Copper Armoured Cable, 10 Sq mm Cable

d MR as per direction of Engineer-in-charge 20.0 Mtr 740.20 14,804.01

Supply,installation Polycab 16 Core Copper Armoured Cable, 2.5 Sq Mm Cable

e MR as per direction of Engineer-in-charge 20.0 Mtr 537.71 10,754.20

Supplying and drawing following sizes of FRLS PVC insulated

f 1.17.2 copper conductor, single core cable in the existing surface/ 50.0 Mtr 70.00 3,500.00

recessed steel/ PVC condui

Supplying and installing following size of perforated Hot Dipped Galvanised

Iron cable tray (Galvanisation thickness not less than 50 microns) with

g 4.6.1 perforation not more than 17,5%, in convenient sections, joined with 30.0 Mtr 669.00 20,070.00

connectors, suspended from the ceiling with G.I. suspenders including G.I.

bolts & nuts, etc. as required.

100 W × 50 D × 1.6 T mm GI Cable Tray

Supplying and installing following size of perforated Hot Dipped Galvanised

Iron cable tray (Galvanisation thickness not less than 50 microns) with

h 4.6.2 perforation not more than 17,5%, in convenient sections, joined with 30.0 Mtr 716.00 21,480.00

connectors, suspended from the ceiling with G.I. suspenders including G.I.

bolts & nuts, etc. as required.

150 W × 50 D × 1.6 T mm GI Cable Tray

i 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) 90.0 Mtr 45.00 4,050.00

Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)

Providing and fixing 6 SWG dia G.l. wire on surface or in recess for

loop earthing as required.

Providing and fixing 4.00 mm dia copper wire on surface or in

recess for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the

m 1.14.10 following sizes of FRLS PVC insulated copper conductor, single 20.0 Mtr. 1005.00 20,100.00

core cable in surface/ recessed medium class PVC conduit as required

4X 10 sq. mm + 2 X 6 sq. mm earth wire

Digitally signed by SUPARNA

DSR DSR Unit DSR NON-DSR

Sl.No. DESCRIPTION QTY. UNIT Rate

CODE NO. Rate Amount SOR Amount

Supplying, fixing, testing & commissioning of double flanged sluice valve of rating

PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with

nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as

Providing installation, testing and commissioning of swinging non return valve of

7 following sizes conforming to IS: 5312 complete with rubber gasket, GI bolts, nuts,

washers etc.as required:

Providing and fixing gun metal gate valve class I with CI wheel of approved quality

with union (Screwed end)

25 mm diameter 3.0 Each 3,719.72 11,159.16

Providing, fixing, testing and commissioning of full way level operated forged brass

ball valve of brass body with forged brass hard chrome plated steel ball tested to a

8 MR pressure not lass than 15 kg/sq.cm with threaded/flanged complete with nuts,

bolts, gaskets, washers etc. as required complete as per direction of Engineer

incharge.Supply ,installation,testing & commissioning of Ball valve

9 Providing & fixing of Pressure Gauge as per direction of Engineer-in-charge 4.0 Each 2,753.07 11,012.28

Providing & fixing of pressure switch in M.S. pipe line including connection etc. as

Providing,laying,testing & commissioning of ERW MS pipe C Class(Heavy)

conforming to IS 1239/3589 i/c including welding, fittings like elbows,tees,flanges

11 ,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 required

Providing and fixing,testing and commissioning of CI body Rubber seat flange end

swing type Foot valve complete with nuts,bolts washers,gaskets.

Providing, fixing, testing & commissioning of installation control

valve of cast iron body, brass/bronze working parts comprising of

water motor alarm, bronze seat clapper, clapper arm and

hydraulically driven mechanical gong bell to sound continuous alarm when the wet

13 18.24.2 riser/sprinkler system activates, pressure gauges, emergency releases, strainer, 1.0 SET 45,002.00 45,002.00

pressure switch, cock valve complete with drain valve and bypass, test control box,

ball valves, MS pipe of required size, flanges, orifice plate, gasket etcof foilwing

sizes as required.

MR Providing & fixing Air release Valve as per direction of Engineer-in-charge Each

Providing & fixing 1000 Liter PVC water tank for Priming line. as per direction of

Engineer-in-charge

B HYDRANT SYSTEM

Providing, laying, testing & commissioning of 'C' class heavy duty

MS pipe conforming to IS 3589/IS 1239 including Welding, fittings

1 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 required :

Providing and fixing,testing and commissioning of butterfly valve of PN 1.6 rating

3 18.11.5 complete with nuts,bolts washers,gaskets conorming to BS - 5155 IS 13095 fo 8.0 Each 6,667.00 53,336.00

following sizes as required: 100 mm dia

Supplying & fixing single headed internal hydrant valve with instantanous stainless

5 18.10.2 steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 18.0 Each 6,139.00 1,10,502.00

5290(type-A) with blank Gunmetal/stainless steel cap and chain as required:

Single headed Stainless steel

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

6 18.17.1 IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and 8.0 Each 8,675.00 69,400.00

brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia

stop gun metal valve & M.S. Pipe and socket.

Digitally signed by SUPARNA

DSR DSR Unit DSR NON-DSR

Sl.No. DESCRIPTION QTY. UNIT Rate

CODE NO. Rate Amount SOR Amount

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

7 18.16.2 mm dia male and female couplings duly bound with Gl wire, rivets etc. conforming 36.0 Each 4,448.00 1,60,128.00

to IS 636 (type-A) as required :

Stainless Steel (Grade 304)

Supplying and fixing 63mm dia, SS metal short branch pipe with 20mm nominal

8 18.18.2 internal diameter size nozzle conforming to IS 903 suitable for instantaneous 18.0 Each 1,662.00 29,916.00

connection to interconnect hose pipe coupling as required :SS 304

Supplying and fixing of hose cabinet of size 750mm x 600mm x 250mm made of

2mm thick M.S. sheet with 6mm thick glazed glass door including necessary

9 MR locking arrangment suitable to accomodate 1 nos. 15 mtr. long hose pipe, 1 no. 18.0 Each 7,121.75 1,28,191.50

branch pipe mounted on wall or raised brick platform and duly painted with post

office red externally and white internally with synthetic enamel paint complete in

Supplying and fixing of fire brigade connection of cast iron body with gun metal

male instantaneous inlet couplings complete with cap and chain as reqd. for

10 18.19.1 suitable dia MS pipe connection conforming to IS 1.0 Each 6,742.00 6,742.00

904 as required:

2 way-100 mm dia M.S. Pipe

Providing installation, testing and commissioning of Wafer type non return valve

11 MR of following sizes conforming to complete with rubber gasket, GI bolts, nuts, 1.0 Each 7,004.44 7,004.44

washers etc.as required: 100 NB

12 MR Providing & fixing of Pressure Gauge as per direction of Engineer-in-charge 4.0 Each 2,753.07 11,012.28

13 MR Providing & fixing Air release Valve as per direction of Engineer-in-charge 4.0 Each 3,313.73 13,254.92

Providing, fixing, testing and commissioning of full way level operated forged brass

ball valve of brass body with forged brass hard chrome plated steel ball tested to a

14 MR pressure not lass than 15 kg/sq.cm with threaded/flanged complete with nuts,

bolts, gaskets, washers etc. as required complete as per direction of Engineer

incharge.Supply ,installation,testing & commissioning of Ball valve

P/L NP2 class R.C.C. pipes with collars jointed with stiff

mixture of cement mortar in the proportion of (1:2): 250 mm dia. R.C.C. pipe

C AUTOMATIC SPRINKLER SYSTEM

Providing, laying, testing & commissioning of 'C' class heavy duty

MS pipe conforming to IS 3589/IS 1239 including Welding, fittings

1 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 required :

Providing and fixing,testing and commissioning of butterfly valve of PN 1.6 rating

2 complete with nuts,bolts washers,gaskets conorming to BS - 5155 IS 13095 fo

following sizes as required:

Providing installation, testing and commissioning of Wafer type non return valve

3 MR of following sizes conforming to complete with rubber gasket, GI bolts, nuts,

washers etc.as required:

Providing and fixing gun metal gate valve class I with CI wheel of approved quality

with union (Screwed end)

5 MR Providing & fixing of Pressure Gauge as per direction of Engineer-in-charge 4 Each 2,753.07 11,012.28

6 MR Providing & fixing Air release Valve as per direction of Engineer-in-charge 4 Each 3,313.73 13,254.92

Providing, fixing, testing and commissioning of full way level operated forged brass

ball valve of brass body with forged brass hard chrome plated steel ball tested to a

7 MR pressure not lass than 15 kg/sq.cm with threaded/flanged complete with nuts,

bolts, gaskets, washers etc. as required complete as per direction of Engineer

incharge.Supply ,installation,testing & commissioning of Ball valve

Providing, fixing, testing & commissioning of 15mm dia uartzoid bulb type

sprinklers of rating 68 degree centigrade with required accessories :

5.1 18.21.1 Pendent Sprinkler 190.0 Each 522.00 99,180.00

5.2 18.21.2 Upright Sprinkler 35.0 Each 522.00 18,270.00

5.3 18.21.3 Side wall sprinkler 32.0 Each 617.00 19,744.00

Providing,installation,testing & commissioning of adjustable rosette plate for

15mm dia in white finish UL listed or FM approved complete as required

Providing, fixing, testing Automatic Gas Moduler (Clean Agent) as per direction of

Engineer-in-charge

Digitally signed by SUPARNA

DSR DSR Unit DSR NON-DSR

Sl.No. DESCRIPTION QTY. UNIT Rate

CODE NO. Rate Amount SOR Amount

Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL

Listed) of stainless steel complete with 15 NPT on reducer thread with maximum

working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet)

8 18.25.2 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT R.O Each 1,578.00

female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of

following sizes complete as

required.: 1000 mm

D PORTABLE EXTINGUISHERS

Fixing of 6 Kg dry power extinguisher consisting of welded MS cylindrical body with

1 MR discharge valve, nozzle & CO2 cartage and hanging arrangement complete 10.0 Each 4,250.90 42,509.00

conforming to IS:2171

Fixing of 9 Litre Water type CO2 (ISI marked) extinguisher including all accessories

with wall bracket & raw plug conforming to IS:940

Fixing of 6.5 Kg carbon-di-oxide fire extinguishers (ISI Marked) consisting of

welded MS cylindrical body, squeeze, lever discharge valve, fitted with internal

3 MR discharge tube, high pressure discharge hose, discharge nozzle, suspension 10.0 Each 9,881.86 98,818.60

bracket, finished externally with red enamel paint and fixed to wall with brackets

with rawlplug/ dash fastners complete with internal charge conforming to IS:2878.

Fixing 9 Litre Foam type (ISI marked) extinguisher including all accessories with

wall bracket & raw plug confirming to IS:10204

5 MR Fixing 10 kg sand bucket (ISI marked) including all accessories, support, stand etc 10.0 Each 582.81 5,828.10

In position the "FIRE EXIT" Sign with luminicent colour having size 300 x 100 mm.

Supply and fixing signage with printed " IN CASE OF FIRE, DO NOT USE LIFT. USE 7,140.52

2 STAIRS ONLY" OF 1.5 cm height letters in red with white background. The size of

the board shall be 300 x 250 mm and shall be fixed at the height of 2 mtrs.from

finished floor near Manual Call Point.

Supply,installation 2 cote of zinc chromate , 2 cote final enamal paint for above

G MR Supply,installation IWL 4 mm wrapping coating for under ground piping. 20.0 Roll 3,972.17 79,443.35

Supply and fixing Structural Steel for pipe support as per direction of Engineer-in-

Digitally signed by SUPARNA

GATE WITH SECURITY ROOM & DRIVER ROOM ( CIVIL WORKS)

Sl. No. DSR DESCRIPTION UNIT QTY. DSR RATE DSR Amount MR RATE MR Amount

A 2.0 EARTH WORKS

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. 2.6.1

All kinds of soil

2 2.6.1 All kinds of soils Cum 64.43 177.5 11,435.44

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

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

3 2.25 each deposited layer by ramming and watering, lead up to 50 m and lift Cum 61.20 196 11,995.94

Supplying and filling in plinth with sand under floors, including watering,

4 2.27 ramming, consolidating and dressing complete. Cum 9.68 2123.75 20,555.32

Surface dressing of the ground including removing vegetation and in

5 2.28 equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50

m and lift up to 1.5 m.

i 2.28.1 All kinds of soil Sqm 34.13 34.15 1,165.37

Supplying chemical emulsion in sealed containers including delivery

i 2.34.1 Chlorpyriphos emulsifiable concentrate of 20% Litre 20.54 234.75 4,821.18

7 Anti termite treatment

Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL

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

Along external wall where the apron is not provided using chemical

emulsion @ 7.5 litres / sqm of the vertical surface of the substructure

i 2.35.1.1 to a depth of 300mm including excavation channel along the wall & Metre 26.50 38.9 1,030.85

rodding etc. complete: With Chlorpyriphos E.C. 20% with 1%

TOTAL (Carried Over to Summary of Civil Works) 51,004.09 -

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

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

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

a 4.1.6 graded stone aggregate 40 mm nominal size derived from natural sources) Cum 5.96 7178.75 42,763.81

Centering and shuttering including strutting, propping etc. and

removal of form work for:

i 5.9.1 Foundations, footings, bases for columns Sqm 6.00 392.15 2,352.90

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

3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) over 75mm

3 4.17 thick bed of dry brick ballast 40 mm nominal size, well rammed and Sqm 15.90 749.3 11,913.87

consolidated and grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth.

TOTAL (Carried Over to Summary of Civil Works) 57,030.58 -

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for:

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

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

d 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 61.77 961.3 59,374.69

e 5.9.16 Edges of slabs and breaks in floors and walls

5.9.16.1 Under 20 cm wide Metre 0.00 208.55 -

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

2 5.22 bending, placing in position and binding all complete upto plinth

Sl. No. DSR DESCRIPTION UNIT QTY. DSR RATE DSR Amount MR RATE MR Amount

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 1070.05 107.85 1,15,404.56

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

3 5.22A bending, placing in position and binding all complete above plinth

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 1910.58 107.85 2,06,056.55

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

4 5.33 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. 5.33.1 All works upto

a) 5.33.1 All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg

b) 5.33.2 All works above plinth level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg

Add for using extra cement in the items of design mix over and above

the specified cement content therein.

TOTAL (Carried Over to Summary of Civil Works) 7,11,826.62 -

D 6.0 BRICK WORK

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

class designation 7.5 in foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 0.99 7132.25 7,087.67

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 :

ii 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 18.81 8752.55 1,64,635.47

Half brick masonry with non modular fly ash bricks of class

6.45 designation 10, conformingio IS :12894, in super structure above

plinth and upto floor V level.

ii 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 39.23 1105.8 43,375.01

TOTAL (Carried Over to Summary of Civil Works) 2,15,098.14 -

E 10.0 STEEL WORK

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

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 19.26 5804.35 1,11,791.78

Steel work welded in built up sections/ framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar

TOTAL (Carried Over to Summary of Civil Works) 2,51,597.78 -

F 11.0 FLOORING WORK

Sl. No. DSR DESCRIPTION UNIT QTY. DSR RATE DSR Amount MR RATE MR Amount

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.

Glazed Vitrified tiles Matt/Antiskid finish of size

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by manufacturer), with water absorption less than 0.08 % and

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

2 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm

including grouting the joint with white cement & matching pigments etc.

Providing and fixing 1st quality ceramic glazed wall tiles conforming

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

approved make, in all colours, shades except burgundy, bottle green,

8.31 black of any size as approved by Engineer-in-Charge, in skirting, risers Sqm 18.90 23,964.26

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.

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

Granite stone slab colour black, Cherry/Ruby red Area of slab over

TOTAL (Carried Over to Summary of Civil Works) 2,55,226.49 -

G 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

ii 13.16.1 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) Sqm 27.00 300.45 8,112.15

Extra for providing and mixing water proofing material in cement per bag of

2 13.21 plaster work in proportion recommended by the manufacturers. 50KG Cement 6.75 22.10 149.18

3 13.45 Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50

4 13.83.2 grams/ litre of approved brand and manufacture, including applying Sqm 121.14 142.80 17,298.79

additional coats wherever required to achieve even shade and

colour. Two coats

Providing and applying white cement based putty of average

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

5 13.80 plastered wall surface to prepare the surface even and smooth Sqm 0.00 156.05 -

TOTAL (Carried Over to Summary of Civil Works) 84,323.59 -

ALL SUB-HEAD TOTAL 16,26,107.30 - -

GRAND TOTAL 16,26,107.30

GRAND TOTAL 16,26,107.30

DETAILED ESTIMATE OF PROPOSED CONSTRUCTION HOSPITAL BUILDING FOR DAMODAR VALLEY

BOQ UNDER GROUND WATER TANK

[Based on DSR-2023 ]

S.N. DESCRIPTION OF ITEM SCH. NO. QUANTITY UNIT AMOUNT

Excavation of Foundation-

Earth work in surface excavation not exceeding 30 cm in depth but

1 exceeding 1.5 m in width as well as 10 sqm on plan including getting 2.6.1 326.400 CUM 177.50 57,936.00

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

directed by Engineer-in- Charge: All kinds of soil

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

banking excavated or stacked materials.

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.

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade

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

5 level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural 4.1.3 8.816 CUM 7,878.50 69,456.86

sources : 4 graded stone aggregate 20 mm nominal size

derived from natural sources)

Providing and injecting chemical emulsion for preconstructional

antitermite treatment and creating a chemical barrier under and

around the column pits wall trenches basement excavation top

6 surface if plinth filling junction of wall and floor, along the the -

external perimeter of binding expansion joints, surrounding of pipes

and conduits etc, complete (plinth area of the building at ground

floor only shall be measured as per I.S.6313(PartII 1981)Alderine

emulsifiable concentrate or any other approved material such as

Heptrachlor or Chlordane will be used. The rate of application of

chemical emulsion shall be as follows : (1)Treatment for masonary & -

foundation 5 liters per sqm. (2) Back fill in immediate contact with

foundation 7.5 liters/sqm (3) Treatment of top surface of plinth

filling 5 liters/sqm

(4) Treatment of soil along external perimeter of building 7.5

liters/sqm. (5) Treatment of soil under apron along external 2.35.3 SQM 310.05 -

perimter 5 liters/sqm.

1 of 3 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

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

All works upto plinth level -

Concrete of M30 grade with minimum cement

content of 350 kg /cum

Add for using extra cement in the items of design mix over and

above the specified cement content therein.

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

9 bending, placing in position and binding all complete upto plinth -

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

10 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) -

11 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) -

12 Neat cement punning. 13.18 124.838 SQM 79.95 9,980.76

Providing and applying fibre reinforced elastomeric liquid water

proofing membrane with resilient acrylic polymers having Sun

Reflectivity Index (SRI) of 105 on top of concrete roof in three coats

@10.76 litre/ 10 sqm. One coat of self-priming of elastomeric

waterproofing liquid (dilution with water in the ratio of 3:1) and two

13 coats of undiluted elastomeric waterproofing liquid (dry film 22.22A 172.930 SQM 563.10 97,376.88

thickness of complete application/system not less than 500

microns). The operation shall be carried out after scrapping and

properly cleaning the surface to remove loose particles with wire

brushes, complete in all respect as per the direction of Engineer in-

2 of 3 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

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

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

polishing and making curvature (wherever required) and fitting the

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

fixing the railing with necessary accessories & stainless steel dash

fasteners , stainless steel bolts etc., of required size, on the top of

the floor or the side of waist slab with suitable arrangement as per

approval of Engineer-in-charge.

Providing and fixing in position pre-cast R.C.C. manhole cover and

frame of required shape and approved quality. EHD - 35

Circular shape 560 mm internal dia 19.19.4.1 1.00 Each 2,123.80 2,123.80

Centering and shuttering including strutting, propping etc. and

removal of form for :

A) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 9.60 SQM 392.15 3,764.64

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

C) Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 26.40 SQM 961.30 25,378.32

D) Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5 64.47 SQM 736.40 47,475.71

E) Suspended floors, roofs, landings, balconies and access platform 5.9.3 10.40 SQM 927.25 9,643.40

DSR Total Amount 20,08,767.03

DSR Total Amount 20,08,767.03

SAY Total Amount 20,08,767.03

SAY Total Amount 20,08,767.03

3 of 3 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

Construction of Paved Parking Area

Length Breadth Depth/ Rate Amount

Sl. No. Item No. Item of works No. Qty Unit

Height (In Rs.) in Rs.

Earth work in surface excavation not

exceeding 30 cm in depth but exceeding 1.5 m

1 2.1 in width as well as 10 sqm on plan including

getting out and disposal of excavated earth

upto 50 m and lift upto 1.5 m, as directed by

Engineer-in- Charge:

car parking & two wheeler parking area 1 1701.000 Sqm 1701.000 Sqm

Providing and laying factory made chamfered

edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light

traffic parking etc, of required strength,

thickness & size/ shape, made by table

vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

compacted bed of sand, compacting and

proper embedding/laying of inter locking

paver blocks into the sand bedding layer

through vibratory compaction by using plate

vibrator, filling the joints with sand and cutting

of paver blocks as per required size and

pattern, finishing and sweeping extra sand.

complete all as per direction of Engineer-in-

Charge. 80 mm thick C.C. paver block of M-30

grade with approved color design and pattern.

car parking & two wheeler parking area 1 1701.000 Sqm 1701.000 sqm

3 4.1.5 derived from natural sources : 6 graded stone 1 7294.7

aggregate 20 mm nominal size derived from

natural sources)

Boq for the construction of PQC Road

Sl.No. DSR No Item of Work TOTAL.QTY UNIT RATE AMOUNT

1 DSR 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications,

243.52955 mixing

Cum in a mechanical mix

2784plant at OMC,

carriage of mixed m

2 DSR 16.80 Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse

and fine aggregate

Cum conforming4148.65

to IS:383, the size

of coarse aggregate

3 DSR 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching243.52955

ready mixed concrete9823.8

shall be laid and

finished with screed

4 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 66.7478 Sqm 736.4 49153.07992

5 DSR 5.35 Add for using extra cement in the items of design mix over and above the specified cement

content quintal

6 DSR 16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick8aluminium

each sheet, face8154.35

to be fully covered with

high intensity e

7 DSR 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete3.32 Cum in position to the required

10117.6line, level and

curvature, jointed

8 DSR 13.62 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :24 13.62.1

Sqm Two or more caots 226.25

on new work over an 5430

9 DSR 16.62 Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour 0 Sqm

using hot thermoplastic747.8

material by fully/ semi automatic

10 DSR 16.60.1 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm26.4 thickSqm

aluminium sheet, face 5879.9

to be fully covered

with high intensi

11 2.25 (a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a141

of 5km also including ramming

700.5 and watering 98770.5

of the earth in

Digitally signed by SUPARNA

Estimate for Compound Wall

BILL OF QUANTITY

Total length of Boundary wall = 275.826 mtr.

Sl. DSR Item DSR Rate Non-DSR

Item of works Qty Unit Rate DSR Amount (Rs.)

No. No. (In Rs.) Amount (Rs.)

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5

m in width or 10 sqm on plan), including dressing

of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and

disposal of surplus excavated soil as directed,

within a lead of 50 m. All kinds of soil.

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 upto 1.5 m.

Supplying and filling in plinth with sand under

3 2.27 floors, including watering, ramming, consolidating 22.760 m3 2123.75 0.00 48,336.55 0.00

and dressing complete.

Brick work with non modular fly ash bricks

conforming to IS:12894, class designation 10

4 6.34.2 average compressive strength in super structure 132.740 m3 8752.55 0.00 11,61,813.49 0.00

above plinth level up to floor V level in : 6.34.2

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

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

from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of

reinforced cement concrete, excluding the cost of

centering, shuttering, finishing and reinforcement -

All work up to plinth level :

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

derived from natural sources : 3 graded stone 3

aggregate 20 mm nominal size de rived from

natural sources) 9045.75

Centering and shuttering including strutting,

propping etc. and removal of form for

8 5.9.1 Foundations, footings, bases of columns, etc. for 138.560 sqm 392.15 0.00 54,336.30 0.00

Centering and shuttering including strutting,

propping etc. and removal of form for Lintels,

beams, plinth beams, girders, bressumers and

Centering and shuttering including strutting,

10 5.9.6 propping etc. and removal of form for Columns, 347.650 sqm 961.3 0.00 3,34,195.95 0.00

Pillars, Piers, Abutments, Posts and Struts

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

11 5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five level,

excluding cost of centering, shuttering, finishing

and reinforcement :

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

derived from natu ral sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Chhaya Architect Digitally signed by SUPARNA

And Consultants Page 1 of 3 DAS Boundary Wall

Sl. DSR Item DSR Rate Non-DSR

Item of works Qty Unit Rate DSR Amount (Rs.)

No. No. (In Rs.) Amount (Rs.)

Reinforced cement concrete work in beams,

suspended floors, roofs having slope up to 15°

landings, balconies, shelves, chajjas, lintels, bands,

plain window sills, staircases and spiral stair cases

above plinth level up to floor five level, excluding

the cost of centering, shuttering, finishing and

reinforcement with 1:1.5:3 (1 cement : 1.5 coarse

sand(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size

derived from natural sources).

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

14 5.22 and binding all complete upto plinth level.5.22.6 6759.19 kg 107.85 0.00 7,28,978.64 0.00

Thermo-Mechanically Treated bars of grade Fe-

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-

5.22A.6 500D or more.

12 mm cement plaster of mix : 1:6(1 cemet: 6 fine

Finishing walls with Acrylic Smooth exterior

required shade .13.46.1 New work (Two or

over and including priming coat of exterior

@ 0.90 litre/10 sqm

Providing and fixing concertina coil fencing with

punched tapeconcertina coil 600 mm dia 10 metre

openable length ( total length 90 m), having 50

nos rounds per 6 metre length, upto 3 m height of

wall with existing angle iron 'Y' shaped placed

2.4m or 3.00 m apartand with 9 horizontal R.B.T.

reinforced barbed wire, stud tied with G.I. staples

and G.I. clips to retain horizontal, including

16.53 necessary bolts or G.I. barbed wire tied to angle

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

charge, with reinforced barbed tape(R.B.T.) /

Spring core (2.5mm thick) wire of high tensile

strength of 165 kg/ sq.mm with tape (0.52 mm

thick) and weight 43.478 gm/ metre (cost of M.S.

angle, C.C. blocks shall be paid separately)

Structural steel work riveted, bolted or welded in

built up sections, trusses and framed work,

19 10.2 including cutting, hoisting, fixing in position and 100.000 Kgs. 133.7 0.00 13,370.00 0.00

applying a priming coat of approved steel primer

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer,

including welding and bolted with special shaped

10.16 washers etc. complete. 194.4

Painting with synthetic enamel paint of approved

manufacture of required colour to give an even

shade :Two or more coats on new work over an

suitable shade with ordinary paint of approved

Chhaya Architect Digitally signed by SUPARNA

And Consultants Page 2 of 3 DAS Boundary Wall

Sl. DSR Item DSR Rate Non-DSR

Item of works Qty Unit Rate DSR Amount (Rs.)

No. No. (In Rs.) Amount (Rs.)

Total (NON DSR / DSR AMOUNT)= 59,94,548.9

Chhaya Architect Digitally signed by SUPARNA

And Consultants Page 3 of 3 DAS Boundary Wall

Cutting Filling, Football Maidan,Karandih

Detailes Estimate for Campus Development

Height/ Qty. as per

Sl. No. Items Description No. Length Width Unit Rate Amount

1 DSR HOR 2.7 Fine dressing of the ground 1 900.000 AREA 900.000 m2 3.70 3,330.00

Supplying and filling in plinth with sand under floors,

2 DSR 2.27 including watering, ramming, consolidating and

dressing complete.

DSR HOR Supplying and stacking at site. Good earth

Supplying and stacking at site dump manure from

approved source, including carriage upto 5 km lead

4 DSR (HOTI) 2.4

complete (manure measured in stacks will be reduced

by 8% for payment) :

DSR (HOTI) Screened through sieve of I.S designation 16mm (20 %

2.4.1 of Earth)

Spreading of sludge, dump manure and/or good earth

in required thickness as per direction of officer-in-

charge (cost of sludge, dump manure and/ or good

earth to be paid separately).

Mixing earth and sludge or manure in the required

6 DSR (HOTI) 2.9 proportion specified or directed by the Officer-in- 1 216.00 m3 36.55 7,894.80

Providing & laying Selection no. 1 doob grass turf with

earth 50mm to 60mm thickness of existing ground

prepared with proper level and ramming with required

7 tools wooden and than rolling the surface with light

roller make the surface smoothen and light watering

the same maintenance for 30 days or more till the grass

establish properly,as per direction of officer in charge

Plantation of Trees, Shrubs, and Hedge at site i/c

watering and removal of unsaverieable material’s as per

8 DSR HOR 2.57

direction of officer in charge (excluding cost of plant &

2.57.3 3 Hedge Plant /Ground cover 0 0.00 Each 2.45 -

Providing and stacking of Polyalthia longifolia (Ashok) of

9 DSR HOR 7.74 height 150-165 cm. in earthen pots of size 25 cm as per 10 10.00 80.00 800.00

direction of the officer-in-charge.

Providing and stacking of Bottle palm of ht. 150-180 cm

bottom girth 20-25 cm well developed in big poly bags

of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Alpinia Variegated (three in

one) having ht. 30 cm and above, with fresh and healthy

11 DSR HOR 6.1 variegated foliage in 25 cm size of Earthen Pot / Plastic 15 15.00 121.00 1,815.00

Pot & as per direction of the officer-in-charge.

Providing and stacking of Aspidistra, having 10 to 15

leaves well developed with fresh & healthy in 25 cm size

of Earthen Pot / Plastic Pot & as per direction of the

officer-in-charge.

Providing and Displaying Acalypha green well

developed, fresh & healthy with good foliage, multi

13 DSR HOR 5.2 branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic 20 20.00 35.90 718.00

Pot bushy plant as per direction of the officer-in-charge.

Digitally signed by SUPARNA

DAS Chhaya Architect and Consultants

BOQ For Construction of Rain Water Harvesting (2 Nos)

WCL SOR Item RATE (A)

Sl. No. Item of works Qty Unit AMOUNT

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6.1 depth, 1.5 m in width as well as 10 sqm on plan) including 151.367 m3 177.5 26,867.62

getting out and disposal of excavated earth lead upto 50 m

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

Supplying and filling in plinth with sand under floors,

2 2.27 including watering, ramming, consolidating and dressing 0.480 m 2123.75 1,020.20

Brick work with common burnt clay machine moulded

perforated modular bricks of class designation 12.5

3 6.31.1 conforming to IS : 2222 in exposed brick work including 15.775 m

making horizontal and vertical grooves 10 mm wide 12mm

deep complete in cement mortar 1:6 (1 cement :6 coarse

sand).From ground level upto plinth level

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

4 4.1.8 shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 10.886 m3 6812 74,154.07

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

graded stone aggregate 40 mm nominal size derived from

natural sources)

Centering and shuttering including strutting, propping etc.

5 5.9.1 and removal of form for Foundations, footings, bases of 19.738 Sqm 392.15 7,740.27

columns, etc. for mass

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

6 4.1.2 shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 4.232 m3 8340.85 35,300.56

1½ coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from

natural sources)

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

7 5.22.6 cutting, bending, placing in position and binding all 200.000 kg 21,570.00

complete upto plinth level.Thermo-Mechanically Treated

bars of grade Fe-500D or more 107.85

8 13.1.2 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) 51.742 m 333.35 17,248.20

9 13.18 Neat cement punning. 51.742 m2 79.95 4,136.77

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

10 19.6.2 R.C.C. pipes with collars jointed with stiff mixture of 120.000 M 556.45 66,774.00

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

sand) including testing ofjoints etc. complete : 150 mm

Supplying, assembling, lowering and fixing in vertical

position in bore well unplasticized PVC medium well screen

(RMS) pipes with ribs, conforming to IS: 12818, including

11 hire & labour charges, fittings & accessories etc. all 100.000 M 807.45 80,745.00

complete, for all depths, as per direction of Engineer-in-

150 mm nominal size dia

Supplying, filling, spreading & leveling stone boulders of

size range5 cm to 20 cm, in recharge pit, in the required

23.5 thickness, for allleads & lifts, all complete as per direction

of Engineer-in-charge 1509.8

Supplying, filling, spreading & leveling gravels of size range

5 mm to 10 mm, in the recharge pit, over the existing layer

23.6 of boulders, inrequired thickness, for all leads & lifts, all

complete as per directionof Engineer-in-charge 1538.25

Chhaya Architect

And Consultants Page 1 of 2 Digitally signedPit

Recharge by SUPARNA

GravelpackinB in tubewell construction in accordance with

lS:4097, includinB providing gravel fine/ medaum/ coarse,

14 in required grading & sizes a5 per actual requirement, all 8.478 m 17,163.71

complete as per direction of Engineer an,charge.

Supplying, filling, spreading & leveling coarse sand of size

range 1.5 mmto 2 mm in recharge pit, in required thickness

23.7 over gravel layer, for all leads& lifts, all complete as per

direction of Engineer -in-charge 1538.25

Providing and fixing suitable size threaded mild steel cap or

16 23.13.2 spot welded plate to the top of bore well housing/ casing 2.000 Each 492.90

pipe, removable as per requirement, allcomplete for

borewell of 150 mm dia 246.45

Boring,/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in lS: 2800

(part l), including collecting samples from different slrata,

preparing and submitting strata chart/ bore log, including

hire & running charges oI all equipments. tools, plants & 100.000 M 825.7 82,570.00

machineries required for the job, all complete as per

direction of Engineer in charge, beyond 90 metre & upto

150 metre depth below Ground level. All types of soil. 300

mm TOTAL 5,75,690.13

Chhaya Architect

And Consultants Page 2 of 2 Digitally signedPit

Recharge by SUPARNA

DETAILED ESTIMATE OF PROPOSED CONSTRUCTION HOSPITAL BUILDING FOR DAMODAR VALLEY CORPORATION (DVC) AT

DURGAPUR, WEST BENGAL

BOQ FIRE MACHINE & PUMP ROOM

[Based on DSR-2023 ]

RATE (A) MR RATE

S.N. SCH. NO. DESCRIPTION OF ITEM QUANTITY UNIT AMOUNT MR AMOUNT

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

by mechanical transport upto a lead of 5km also including

1 2.25(a) ramming and watering of the earth in layers not exceeding 20 0.286 CUM 700.5 200.01 -

cm in trenches, plinth, sides of foundation etc. complete

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work

2 4.1.3 up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) 0.45 CUM 7878.5 3,563.05 -

derived from natural sources : 4 graded stone aggregate 20 mm

derived from natural sources)

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.

a 5.33.1 All works upto plinth level. -

Concrete of M25 grade with minimum cement content of

Centering and shuttering including strutting, propping etc.

and removal of form for

a 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 36.000 sqm 961.30 34,606.80 -

Lintels, beams, plinth beams, girders, bressumers and

Suspended floors, roofs, landings, balconies and access platform

5 5.9.16 Edges of slabs and breaks in floors and walls -

Under 20 cm wide

6 5.9.19 Weather shade, Chajjas, corbels etc., including edges 6.615 SQM 951.10 6,291.53 -

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

7 5.22A cutting, bending, placing in position and binding all -

complete above plinth level.

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

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

a 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) 14.160 cum 8752.55 1,23,936.11

Half brick masonry with non modular fly ash bricks of class

9 6.45 designation 10, conformingio IS :12894, in super structure -

above plinth and upto floor V level.

a 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 6.120 SQM 1105.8 6,767.50

1 of 4 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

Providing and fixing circular/ Hexagonal cast iron or M.S.

sheet box for ceiling fan clamp, of internal dia 140 mm, 73

mm height, top lid of 1.5 mm thick M.S. sheet with its top

surface hacked for proper bonding, top lid shall be screwed

10 10.18 into the cast iron/ M.S. sheet box by means of 3.3 mm dia 2 Each 220.65 441.30 -

round headed screws, one lock at the corners. Clamp shall

be made of 12 mm dia M.S. bar bent to shape as per

standard drawing.

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.

Providing and fixing factory made uPVC glazed/ wire mesh

windows/ doors comprising of lead free uPVC multi-

chambered frame, sash and mullion/ coupler (wherever

required) extruded profiles having minimum wall thickness

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

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

shape, colour and design duly reinforced with galvanized

mild steel section made of required shape & size as per

CPWD Specification, uPVC extruded glazing beads,

interlocks and Inline sash adaptor (whereever required) of

appropriate dimension, EPDM gasket, hardware, SS 304

grade fasteners of minimum 8 mm dia. with countersunk

head, comprising of matching polyamide PA6 grade sleeve

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

14, plastic packers, plastic caps and necessary stainless

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

required) shall be mitred cut and fusion welded/

mechanically jointed duly sealed at all corners, including

drilling of holes for fixing hardware and drainage of water

etc. After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon

sealant over backer rod of approved size and quality, all

Two trackastwo per approved drawing

panels sliding conforming

window with toAluminium

9.147.A1 channel for roller track, wool pile, nylon rollers with SS 304 -

Using R2 series with frame (40mm & above) x (40mm &

above) & sash (25mm & above) x (50mm & above) with

zinc alloy (zamak) powder coated touch locks with hook

(Height upto 1.2 meter).

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

neoprene gasket etc. complete as per the architectural

drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

With float glass panes of 5 mm thickness (weight not less

than 12.50 kg/sqm)

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

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

14 9.48.2 bars etc. including priming coat with approved steel primer 283.5 kg 238.35 67,572.23 -

all complete.Fixed to openings /wooden frames with rawl

plugs screws etc.

2 of 4 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

Grading roof for water proofing treatment with.Cement

15 22.14.1 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone 7.103 cum 8,042.30 57,126.47

aggregate 20mm nominal size)

Providing and applying fibre reinforced elastomeric liquid water

proofing membrane with resilient acrylic polymers having Sun

Reflectivity Index (SRI) of 105 on top of concrete roof in three

coats @10.76 litre/ 10 sqm. One coat of self-priming of

elastomeric waterproofing liquid (dilution

16 22.22A with water in the ratio of 3:1) and two coats of undiluted -

elastomeric waterproofing liquid (dry film thickness of complete

application/system not less than 500 microns). The operation

shall be carried out after scrapping and properly cleaning the

surface to remove loose particles with wire brushes, complete

in all respect as per the direction of Engineer in-Charge

Supply and fixing stainless steel ( Grade 304) railing made of

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

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

17 10.28 complete, i/c fixing the railing with necessary accessories & 21.50 KG 772.4 16,606.60 -

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

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

with suitable arrangement as per approval of Engineer-in-

18 13.1 12 mm cement plaster of mix :

18 mm cement plaster in two coats under layer 12 mm

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

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

20 13.16 6 mm cement plaster of mix :

Finishing walls with textured exterior paint of required

21 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) 182.600 sqm 223.60 40,829.36

over and including priming coat of exterior primer applied

@ 2.20kg/10 sqm

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

Painting with synthetic enamel paint of approved brand

23 13.61 and manufacture to give an even shade : 15.750 sqm 155.90 2,455.43

Applying priming coats with primer of approved brand and

manufacture, having low VOC (Volatile Organic Compound

) content. With water thinnable cement primer on wall

surface having VOC content less than 50 grams/litre

Providing and laying gola 75x75mm in cement concrete

M15 grade including finishing with cement mortar 1:3 (1

cement : 3 fine sand) as per standard design in 75x75 mm

Making khurras 45x45 cm with average minimum thickness

of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate of 20 mm nominal size) over

P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm

cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of

neat cement, rounding the edges and making and finishing

the outlet complete.

3 of 4 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

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.

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.

a 12.42.1 Coupler

c 12.42.6 Shoe (Plain)

Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry mixed

30 11.20 with pigment to match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of cement mortar

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

a 11.20.1 Light shade pigment using white cement 9.853 sqm 1,402.00 13,814.26

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

over and jointed with grey cement slurry mixed with pigment to

31 11.26 match the shade of the slab, including rubbing and polishing

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

DSR Total Amount 14,39,124.5

DSR Total Amount 14,39,124.5

SAY Total Amount 14,39,124.5

SAY Total Amount 14,39,124.5

4 of 4 Digitally

BOQ UNDER GROUND WATERsigned by SUPARNA

CONSTRUCTION OF SUBSTATION BUILDING 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. 108.00 Cum 308.20 33,285.60

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 :

5.01 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

5.01.1.2 20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity) 1 Each 19632.40 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 64 Sqm 392.15 25,097.60

6.02 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 102 Sqm 736.40 75,112.80

6.03. 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 38 Sqm 961.30 36,529.40

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. 16130 KG 107.85 17,39,620.50

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) 17 Cum 7132.25 1,21,248.25

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 59 Cum. 9860.40 5,81,763.60

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 241 Sqm 736.40 Digitally signed by SUPARNA

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

2.01.2 5.9.3 Suspended floors, roofs, landings, balconies and access platform 184 Sqm 927.25 1,70,493.46

2.01.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts and R.wall 106 Sqm 961.30 1,01,743.99

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

and string courses etc. 0 Sqm 842.50 0.00

2.01.5 5.9.19 Weather shade, Chajjas, corbels etc., including edges 24 Sqm 951.10 23,016.62

3.00 REINFORCEMENT

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