CONSTRUCTION OF RAMP SYSTEM AT BGH HOSPITAL, BOKARO STEEL CITY, JHARKHAND

ABSTRACT OF COST

Name of the work :Constrcution of Ramp for SAIL, Ranchi

S. No. Description of Sub-Head DSR NS

1 Earth Work : 2,94,122

2 Concrete Work : 3,86,920

3 Reinforced Cement Concrete : 1,32,45,180

4 Masonry Work : 35,25,222

5 Cladding Work : 3,39,440

6 Glazed Fire Door 9,65,241

8 Roofing : 45,651

9 Finishing : 26,17,753

10 Steel work : 31,58,083

11 Dismantling Work : 1,06,798

12 Approach Pavement works : 2,78,442

13 Water Proofing : 3,75,550

14 Structural Glazing and Aluminium Co : 51,28,228

15 Signage 1,66,668

B Electrical Works

1 Wiring & Sub Main : 2,27,913 -

3 Conduiting : 3,98,817 -

4 Distribution Board : 10,450 -

5 Electrical Fixture : 22,873 1,91,938

C Fire Fighting Works

1 FIRE FIGHTING PUMPS & EQUIPMENTS 1,58,090 8,042

2 FIRE HYDRANT SYSTEM 3,87,018 41,520

3 Sprinkler, Piping & Accessories 6,80,010 83,085

4 FIRE EXTINGUISHERS & MISC.Items - 31,710

D Plumbing Works

1 Rain Water Pipeline System - 1,09,000

2 External Storm Water Drainage 6,48,249 11,17,920

2 Rain water harvesting pit 6,44,070 -

2 Ventilation 3,56,750

Sub Total (E) 3,56,750

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

Sub-Head : Earth Work

2.6 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth, 1.5m in width as well as 10

sqm on plan) including getting out and disposal of

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

directed by Engineer-in-Charge.

2.6.1 All kinds of soil 190.00 Cum 158.43 One Cubic 30,102

2.7 Earth work in excavation by mechanical means -

(Hydraulic excavator) / manual means over areas

(exceeding 30 cm in depth, 1.5m in width as well as 10

sqm on plan) including getting out and disposal of

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

directed by Engineer-in-Charge.

2.7.1 Ordinary rock 52.00 Cum 439.09 One Cubic 22,833

2.25 Filling available excavated earth (excluding rock) in 190.00 Cum 171.30 One Cubic 32,547

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

exceeding 20cm in depth, consolidating each deposited

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

2.25A Excavating, supplying and filling of local earth (including 75.00 Cum 599.70 One Cubic 44,978

royalty) by mechanical transport up to a lead of 5 km, Metre

also including ramming and watering of the earth in

layers not exceeding 20 cm in trenches, plinth, sides of

foundation etc., complete.

2.27 Supplying and filling in plinth with sand under floors, 35.00 Cum 2,298.00 One Cubic 80,430

including watering, ramming, consolidating and dressing Metre

2.34 Supplying chemical emulsion in sealed containers -

including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 90.00 Ltr 213.62 One Litre 19,226

2.35 Diluting and injecting chemical emulsion for PRE - -

CONSTRUCTIONAL anti- termite treatment (excluding

the cost of chemical emulsion) :

2.35.3 Treatment of soil under existing floors using chemical -

emulsion @ one litre per hole, 300 mm apart including

drilling 12 mm diameter holes and plugging with cement

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

existing floor :

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% 235.00 Sqm 272.36 One Square 64,006

concentration. Metre

Total of the Sub-Head - Earth Work : - 2,94,122

Sub-Head : Concrete Work -

4.1 Providing and laying in position cement concrete of -

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from 15.00 Cum 6,726.44 One Cubic 1,00,897

natural sources : 8 graded stone aggregate 40 mm Metre

nominal size derived from natural sources).

4.17 Making plinth protection 50mm thick of cement 100.00 Sqm 724.80 One Square 72,480

concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) Metre

derived from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural sources) over

75mm thick bed of dry brick ballast 40 mm nominal size,

well rammed and consolidated and grouted with fine

sand, including necessary excavation leveling & dressing

& finishing the top smooth.

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

4.20 Providing and laying in position ready mixed or site -

batched design mix cement concrete for plain 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 and finishing as per direction of the Engineer-

in-charge; for the following grades of concrete.

Note : Extra cement upto 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 minimum specified cement

content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

4.20.1 All works up to plinth level: -

4.20.1.1 Concrete of M-10 grade with minimum cement content 25.00 Cum 8,541.70 One Cubic 2,13,543

of 220 kg/cum. Metre

Total of the Sub-Head - Concrete Work : - 3,86,920

Sub-Head : Reinforced Cement Concrete -

5.3 Reinforced cement concrete work in beams, suspended 10.00 Cum 11,049.18 One Cubic 1,10,492

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

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).

5.9 Centering and shuttering including strutting, propping -

etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns, etc. for mass 65.00 Sqm 353.12 One Square 22,953

concrete Metre

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 500.00 Sqm 855.16 One Square 4,27,580

5.9.20 Suspended floors, roofs, landings, balconies and access 925.00 Sqm 907.79 One Square 8,39,708

platform with water proof ply 12 mm thick Metre

5.9.21 Lintels, beams, plinth beams, girders, bressumers and 900.00 Sqm 743.73 One Square 6,69,353

cantilevers with water proof ply 12 mm thick Metre

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

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or 7800.00 Kg 95.32 One Kilogram 7,43,534

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

straightening, cutting, bending, placing in position and

binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or 52500.00 Kg 95.32 One Kilogram 50,04,554

5.30 Add for plaster drip course/ groove in plastered surface 55.00 m 68.80 One Metre 3,784

or moulding to R.C.C. projections

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

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

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 plinth level -

5.33.1.1 Concrete of M25 grade with minimum cement content 65.00 Cum 8,503.53 One Cubic 5,52,729

of 330 kg /cum Metre

5.33.1.2 Concrete of M30 grade with minimum cement content 5.00 Cum 9,143.69 One Cubic 45,718

of 350 kg /cum Metre

5.33.2 All works above plinth level upto floor V level -

5.33.2.1 Concrete of M25 grade with minimum cement content 350.00 Cum 9,532.22 One Cubic 33,36,277

of 330 kg /cum Metre

5.33.2.2 Concrete of M30 grade with minimum cement content 65.00 Cum 9,682.78 One Cubic 6,29,381

of 350 kg /cum Metre

5.35 Add for using extra cement in the items of design mix 110.00 Qtl 732.03 One Quintal 80,523

over and above the specified cement content therein.

5.44 Providing and fixing of expansion joint system related -

with floor location as per drawings and direction of

Engineer-In-Charge. The joints system will be of

The cover plate shall be designed of width and thickness -

required to satisfy projects movement and loading

Providing and fixing of expansion joint system related -

with wall joint (internal/external) location as per

drawings and direction of Engineer-In- Charge.The joints

5.45.1 shall Joint

gap base members, self 66.00 m 5,141.59 3,39,345

Providing and fixing of expansion joint system of -

approved make and manufactures for various roof

locations as per approved drawings and direction of

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

aluminum base members with, self aligning and self

centering arragement support plates asper ASTM B221-

The Self centering arrangement shall exhibit circular -

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of

movement and flexure in all directions including vertical

displacement. The Joint System shall resists damage or

deterioration from the impact of falling ice, exposure to

Total of the Sub-Head - Reinforced Cement Concrete : - 1,32,45,180

Sub-Head : Masonry Work -

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

bricks of class designation 7.5 in superstructure above

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

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 400.00 Cum 8,813.06 One Cubic 35,25,222

Total of the Sub-Head - Masonry Work : - 35,25,222

Sub-Head : Cladding Work -

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

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias

and similar locations of required size, approved shade,

colour and texture laid over 20 mm thick base cement

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

white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing, moulding and

polishing to edges to give high gloss finish etc. complete

8.2.2 Granite stone slab colour black, Cherry/Ruby red -

8.2.2.1 Area of slab upto 0.50 sqm 20.00 Sqm 4,975.55 One Square 99,511

8.2.2.2 Area of slab over 0.50 sqm 20.00 Sqm 4,705.47 One Square 94,109

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

Cherry/ Ruby red

8.2.3.1 Area of slab upto 0.50 sqm 20.00 Sqm 3,780.51 One Square 75,610

8.2.3.2 Area of slab over 0.50 sqm 20.00 Sqm 3,510.48 One Square 70,210

Total of the Sub-Head - Cladding Work : - 3,39,440

Sub-Head : Fire Door -

9.162 Providing and fixing 60 mm thick glazed fire resistant 16.80 Sqm 10,352.29 1,73,918

door shutters of 120 min Fire Rating confirming to

IS:3614 (Part II) or EN1634-1:1999, tested and certified

as per laboratory approved by Engineer-in-charge, with

suitable mounting on door frame, consisting of vertical

9.163 Providing and fixing non load bearing fixed frame for fire 24.40 Rmt 1,904.37 46,467

resistant glazed Partition for 120 minutes Fire Rating,

made out to a profile of dimension 60mm x 70 mm of

1.6 mm thick galvanised steel sheet as per test evidence

suitable for fixing fire rated glass for 120 minutes of both

9.164 Providing and fixing glazing in fire resistant door 16.80 sqm 42,527.53 7,14,463

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

made out of 1.6 mm thick G.I. sheet (zinc coating not

less than 120 gm/m²) of size 20 x 33 mm screwed with

M4 x 38 mm SS screws at distance 75 mm from the

The manufacturer have to give test report/certification - -

of fire glass and the glass should have the stamp

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

tested in approved NABL accredited lab or by any other

accreditation body which operates in accordance with

9.139 Providing and fixing panic bar / latch (Double point) 4.00 Set 7,598.24 30,393

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

of the Panic Latch of reputed brand and manufacture to

be approved by the Engineer- in- charge, all complete.

Total of the Sub-Head - Fire Door - 9,65,241

Sub-Head : Flooring -

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

11.4 52 mm thick cement concrete flooring with concrete R.o Sqm 910.08 One Square

hardener topping, under layer 40 mm thick cement Metre

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

stone aggregate 20 mm nominal size) and top layer 12

mm thick cement hardener consisting of mix 1:2 (1

cement hardener mix : 2 graded stone aggregate 6 mm

nominal size) by volume, hardening compound mixed @

2 litre per 50 kg of cement or as per manufacturer's

specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

11.6 Cement plaster skirting up to 30 cm height, with cement -

mortar 1:3 (1 cement : 3 coarse sand), finished with a

floating coat of neat cement.

11.6.1 18 mm thick. R.o Sqm 606.88 One Square

11.8 Extra for making chequers of approved pattern on R.o Sqm 73.69 One Square

cement concrete floors, steps, landing, pavements etc. Metre

11.55 Providing and laying flamed finish Granite stone flooring -

in required design and patterns, in linear as well as

curvilinear portions of the building all complete as per

the architectural drawings with 18 mm thick stone slab

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

cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed

with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as

directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, 1400.00 Sqm 2,753.84 One Square 38,55,377

Elite Brown, Cat Eye or equivalent. Metre

Total of the Sub-Head - Flooring : - 38,55,377

Sub-Head : Roofing -

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 -

cement : 2 coarse sand : 4 stone aggregate 10 mm and

down gauge), including finishing with cement mortar 1:3

(1 cement : 3 fine sand) as per standard design :

12.21.1 In 75x75 mm deep chase 165.00 m 276.67 One Running 45,651

Total of the Sub-Head - Roofing : - 45,651

Sub-Head : Finishing -

13.2 15 mm cement plaster on the rough side of single or half -

brick wall of mix :

13.2.2 1:6 (1 cement: 6 fine sand) 1550.00 Sqm 344.83 One Square 5,34,484

13.11 18 mm cement plaster in two coats under layer 12 mm 1550.00 Sqm 470.78 One Square 7,29,703

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

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

(1 cement: 6 fine sand).

13.16 6 mm cement plaster of mix : -

13.16.1 1:3 (1 cement: 3 fine sand) 1825.00 Sqm 269.07 One Square 4,91,049

13.22 Extra for plastering exterior walls of height more than 10 -

m from ground level for every additional height of 3 m

or part thereof.

10 m to 13m 350.00 Sqm 77.41 One Square 27,093

13m to 16 m 25.00 Sqm 154.82 One Square 3,870

13.44 Finishing walls with water proofing cement paint of -

required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 R.o Sqm 103.83 One Square

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

13.45 Finishing walls with textured exterior paint of required -

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 1550.00 Sqm 260.51 One Square 4,03,788

sqm) over and including priming coat of exterior primer Metre

applied @2.20kg/10 sqm.

13.83 Wall painting with premium acrylic emulsion paint of -

interior grade, having VOC (Volatile Organic Compound )

content less than 50 grams/ litre. of approved brand and

manufacture, including applying additional coats

wherever required to achieve even shade and colour.

13.83.2 Two coats. 3375.00 Sqm 126.75 One Square 4,27,766

Total of the Sub-Head - Finishing : - 26,17,753

Sub-Head : Steel Work -

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

including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer using structural

steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, 572 Kg 151.31

gates and similar works.

10.28 Providing and fixing stainless steel ( Grade 304) railing 651.01

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 4718.14 Kg One Kilogram 30,71,534.8

required size, on the top of the floor or the side of waist

slab with suitable arrangement as per approval of

Engineer-incharge, (for payment purpose only weight of

stainless steel members shall be considered excluding

fixing accessories such as nuts, bolts, fasteners etc.).

Total of the Sub-Head - Steel work: - 31,58,083

Sub-Head :Dismantling -

Demolishing cement concrete manually/ by mechanical -

15.2 means including disposal of material within 50 metres lead

as per direction of Engineer - in - charge.

Dismolishing R.C.C work manually / by mechanical means 15 Cum 3,113.45

including stacking of steel bar and disposal of unserviceable

material within 50 metre lead as per direction of engineer-

Dismolishing brick work manually / by mechanical means -

including stacking of sericeable material and disposal of

unserviceable material within 50 metre lead as per

direction of engineer- in- charge.

15.7.4 In cement mortar 15.00 Cum 1,805.96 27,089

Dismantling doors ,windows and clerestory windows (steel -

15.12 or wood) shutter including chowkhats, architrave, holdfasts -

etc. complete and stacking with in 50 metre lead:

15.12.1 Of area 3 sqm. Metre and below 10.00 each 321.86 3,219

15.12.2 Of area beyond 3 sqm. Metre. 5.00 each 440.79 2,204

Dismantaling tile work in floor and roof laid in cement -

mortar including stacking material within 50 metre lead .

15.23.1 For thickness of tiles 10mm to 25mm. 5.00 sqm 64.33 322

15.23.2 For thickness of tiles above 25 mm and upto 40mm. 5.00 sqm 99.31 497

Disposal of building rubbish / malba / similar 233.18

unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting,

unloading to approved municipal dumping ground or as

approved by Engineer-in-charge, beyond 50 m initial lead,

for all leads including all lifts involved.

Total of the Sub-Head - Dismantling work: - 1,06,798

Sub-Head : Approach road works -

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

16.68 Providing and laying 60mm thick factory made cement 1,011.20

concrete interlocking paver block of M -30 grade made

by block making machine with strong vibratory

compaction, of approved size, design & shape, laid in 80.00 sqm 80,896

required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints

with fine sand etc. all complete as per the direction of

Engineer-in-charge.

16.69 Providing and laying at or near ground level factory 9,158.79

made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature, jointed

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

including making joints with or without grooves

(thickness of joints except at sharp curve shall not to 4.50 Cum 41,215

more than 5mm), including making drainage opening

wherever required complete etc. as per direction of

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

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

be approved by Engineer-in-charge).

16.81 Providing and erecting 2.00 metre high temporary -

barricading at site; each panel of size 2.50m x 2.00m

made of 40x40x6 mm angle iron or 50x50x3 mm hollow

MS tube posts/ horizontal members/ bracings covered

with 1.63 mm thick MS sheet. The sheet shall be fixed

with 30x5 mm MS flat by suitable welding / riveting. The

Suitableshall be made so that

arrangement shallgapbe

barricading to avoid from overturning by providing 250

mm long expansion

The work fastenersasatper

shall be executed both ends. direction of

Engineer-in-Charge which includes writing and painting,

arrangement for traffic diversion such as traffic signals

during construction at site for day and night, glow

lamps, reflective signs, marking, flags, caution tape as

directed by the Engineer-in- Charge. The barricading

16.81 provided shalltime

(Note :- One be retained

position at sitefor providing

be made 3,006.37

barricading from start of work till completion of work i/c

shifting. The barricading provided shall remain to be the

property of the contractor on completion of the work).

Total of the Sub-Head - Approach road works: - 2,78,442

Sub-Head : Water Proofing -

22.7 Providing and laying integral cement based water -

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc

consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 -

kg/sqm of cement admixed with water proofing

compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface

before treatment.

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

(b) Laying brick bats with mortar using broken -

bricks/brick bats 25 mm to 115 mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse sand) admixed

with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge over 20 mm thick

layer of cement mortar of mix 1:5 (1 cement :5 coarse

sand ) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-

charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding

of junctions of walls and slabs.

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

coat of cement slurry using 2.75 kg/ sqm of cement

admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer in- charge.

(d) Finishing the surface with 20 mm thick joint less -

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

admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer in- charge including

laying glass fiber cloth of approved quality in top layer of

plaster and finally finishing the surface with trowel with

neat cement slurry and making pattern of 300x300 mm

square 3 mm deep.

(e) The whole terrace so finished shall be flooded with -

water for a minimum period of two weeks for curing and

for final test.“All above operations to be done in order

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

22.7.1 With average thickness of 120 mm and minimum 235.00 Sqm 1,598.09 One Square 3,75,550

thickness at khurra as 65 mm. Metre

Total of the Sub-Head - Water Proofing : - 3,75,550

Sub-Head : Structural Glazing and Aluminium Co -

21.1 Providing and fixing aluminium work for doors, -

windows, ventilators and partitions with extruded built

up standard tubular sections/appropriate Z sections and

other sections of approved make conforming to IS: 733

and IS: 1285, fixing with dash fasteners of required dia

and size, including necessary filling up the gaps at

junctions, i.e. at top, bottom and sides with required

EPDM rubber/neoprene gasket etc. Aluminium sections

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

mechanically wherever required including cleat angle,

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

brass/ stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid

for separately) :

21.1.1 For fixed portion -

21.1.1.2 Powder coated aluminium (minimum thickness of 342.00 Kg 495.82 One Kilogram 1,69,569

powder coating 50 micron)

21.1.2 For shutters of doors, windows & ventilators including -

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost

of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately).

21.1.2.2 Powder coated aluminium (minimum thickness of 169.20 Kg 588.59 One Kilogram 99,589

powder coating 50 micron)

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

21.3 Providing and fixing glazing in aluminium door, window, -

ventilator shutters and partitions etc. with EPDM rubber

/ neoprene gasket etc. complete as per the architectural

drawings and the directions of engineer-in-charge . (Cost

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

21.3.3 With float glass panes of 8 mm thickness (weight not 27.90 Sqm 1,590.86 One Square 44,385

less than 20 kg/sqm) Metre

21.8 Filling the gap in between aluminium frame & adjacent -

RCC/ Brick/ Stone work by providing weather silicon

sealant over backer rod of approved quality as per

architectural drawings and direction of Engineer-in-

charge complete.

21.8.1 Upto 5mm depth and 5 mm width 168.00 m 90.65 One Running 15,229

25.1 Providing and supplying aluminium extruded tubular 2350.00 Kg 393.90 One Kilogram 9,25,664

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

25.2 Designing, fabricating, testing, protection, installing and -

fixing in position semi (grid) unitized system of structural

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

portions of the building for all heights and all levels

a) Structural analysis & design and preparation of shop -

drawings for the specified design loads conforming to IS

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

times design wind pressure without any failure),

including functional design of the aluminum sections for

fixing glazing panels of various thicknesses, aluminium

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

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

silicone sealants, flashings, fire stop (barrier)-cum-

smoke seals, microwave cured EPDM gaskets for water

tightness, pressure equalisation & drainage and

protection against fire hazard including:

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

galvanised / Aluminium alloy of 6005 T5 brackets of

required sizes, sections and profiles etc. to

accommodate 3 Dimensional movement for achieving

perfect verticality and fixing structural glazing system

rigidly to the RCC/ masonry/ structural steel framework

of building structure using stainless steel anchor

fasteners/ bolts, nylon separator to prevent bimetallic

contacts with nuts and washers etc. of stainless steel

grade 316, of the required capacity and in required

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

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

silicone sealant and one part weather silicone sealant

compatible with the structural silicone sealant of

required bite size in a clean and controlled factory /

work shop environment , including double sided spacer

tape, setting blocks and backer rod, all of approved

grade, brand and manufacture, as per the approved

sealant design, within and all around the perimeter for

d) Providing and fixing in position flashings of solid -

aluminium sheet 1 mm thick and of sizes, shapes and

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

the gap between the building structure and all its

interfaces with curtain glazing to make it watertight.

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

enters the curtain glazing system to make it watertight,

by incorporating principles of pressure equalization,

providing suitable gutter profiles at bottom (if required),

making necessary holes of required sizes and of required

numbers etc. complete. This item includes cost of all

inputs of designing, labour for fabricating and

installation of aluminium grid, installation of glazed

units, T&P, scaffolding and other incidental charges

including wastages etc., enabling temporary structures

and services, cranes or cradles etc. as described above

and as specified. The item includes the cost of getting all

the structural and functional design including shop

drawings checked by a structural designer, dully

approved by Engineer-in-charge. The item also includes

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

structural glazing as specified, cleaning and protection

till the handing over of the building for occupation.

In the end, the Contractor shall provide a water tight -

structural glazing having all the performance

characteristics etc. all complete as required, 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.

Note:- 1. The cost of providing extruded aluminium -

frames, shadow boxes, extruded aluminium section

capping for fixing in the grooves of the curtain glazing

and vermin proof stainless steel wire mesh shall be paid

for separately under relevant items under this sub-

head. However, for the purpose of payment, only the

actual area of structural glazing (including width of

grooves ) on the external face shall be measured in sqm.

up to two decimal places.

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

Note:- 2. The following performance test are to be -

conducted on structural glazing system if area of

structural glazing exceeds 2500 Sqm from the certified

laboratories accreditated by NABL (National

Accreditation Board for Testing and Calibration

Laboratories), Department of Science & Technologies,

India. Cost of testing is payable separately. The NIT

approving authority will decide the necessity of testing

on the basis of cost of the work, cost of the test and

importance of the work. Performance Testing of

Structural glazing system Tests to be conducted in the

NBL Certified laboratories

(1) Performance Laboratory Test for Air Leakage Test (- -

50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-

04 testing method for a range of testing limit 1 to 200

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

per ASTME- 331-09 testing method for a range up to

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

AAMA 501.01- 05 testing method for a range upto 2000

(4) Structural Performance Deflection and deformation -

by static air pressure test (1.5 times design wind

pressure without any failure) as per ASTME-330-10

testing method for a range upto 50 mm

(5) Seismic Movement Test (upto 30 mm) as per AAMA -

501.4-09 testing method for Qualitative test. Tests to be

conducted on site.

(6) Onsite Test for Water Leakage for a pressure range 350.00 Sqm 3,308.30 One Square 11,57,904

50 kpa to 240 kpa (35psi) upto 2000 ml Metre

25.3 Providing, assembling and supplying vision glass panels -

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

insulated glass (double glazed) vision panel units of size

and shape as required and specified, comprising of an

outer heat strengthened float glass 6mm thick, of

approved colour and shade with reflective soft coating

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

Heat strengthened clear float glass 6mm thick, spacer

tube 12mm wide, desiccants, 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-

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 6mm thick substrate with 350.00 Sqm 3,591.30 One Square 12,56,954

reflective soft coating on face # 2, + 12mm Air gap + Metre

6mm Heat Strengthened clear Glass of approved make

having properties as visible Light transmittance (VLT) of

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

technical sanctioning authority as per the site

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

25.4 Extra for openable side / top hung vision glass panels 175.00 Sqm 3,518.51 One Square 6,15,740

(IGUs) including providing and supplying at site all Metre

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 with stainless steel plates, handles, buffers

etc. including necessary 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-

25.5 Providing, fabricating and supplying shadow box of -

required size and shape, for fixing in the spandrel

portion of the structural glazing, in linear as well as

curvilinear portions of the building by providing semi -

rigid, inorganic, non-combustible fibre glass wool

insulation 50 mm thick, conforming to IS: 8183 and BS:

The insulation layer shall have facing (factory bonded on 50.00 Sqm 2,078.01 One Square 1,03,900

surface # 1of the fibre glass insulation layer), of black Metre

non-woven fibre glass tissue of nominal thickness 0.5

mm and nominal mass not less than 60 gm / sqm, made

of randomly oriented glass fibres distributed in a binder

by a wet-lay process including fixing 1.5 mm thick solid

aluminum sheet backing using, 6 mm thick cement

board including SS rivets, nuts, bolts, washers etc

25.6 Providing and supplying Spandrel Glass Panels -

comprising of 6 mm thick heat strengthened monolithic

float glass of approved colour and shade with reflective

soft coating on surface # 2 of approved colour and shade

so as to match the colour and shade of the IGUs in the

vision panels etc. ,all complete for the required

performances as specified, as per the Architectural

drawings, as per the approved shop drawings, as

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

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

the glass panels (but excluding the area of grooves and

weather silicone sealant) provided and fixed in position,

shall be measured in sqm.

(Payment for fixing of Spandrel Glass Panels in the -

curtain glazing is included in cost of relevant Item*).

(i) Coloured tinted float glass 6mm thick substrate with 50.00 Sqm 2,353.61 One Square 1,17,681

reflective soft coating on face # 2, having properties as Metre

visible Light transmittance (VLT) of 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 K etc. The properties of performance

glass shall be decided by the technical sanctioning

authority as per the site requirement.

8.32 The Contractor shall provide curtain wall with aluminium 127.80 Sqm 4,757.42 6,07,998

composite panel cladding, having all the performance

characteristics all complete , as per the Architectural

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

the approvedshop drawings and as directed by the

Engineer-in-Charge. However, for the purpose of

payment, only the actual area on the external face of

the curtain wall with Aluminum Composite Panel

Cladding (including width of groove) shall be measured

in sqm. up to two decimal places.

Digitally signed by PRIYA

2021 I.No. Description of Item Quantity Rate (Rs) Unit Amount(Rs)

Drilling suitable holes in reinforced or plain cement -

concrete with power driven drill machine to a minimum

depth of 100mm upto 200mm in RCC beams, lintels,

columns and slabs to introduce steel bars for

26.30.1 Upto and including 12mm dia. 105.00 Nos 129.67 13,615

Total of the Sub-Head - Structural Glazing And Aluminium Co : 51,28,228

15 Sub-Head : Non Schedule Items

MR Providing and fixing machine cut, mirror/ eggshell

polished, Granite stone work for wall lining (veneer

work), including dado, skirting risers of steps etc. in

required design and pattern wherever required stone of

different finished surface texture, on 12mm average

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

and joined with white cement slurry @ 3.3kg/sqm

including pointing with white cement slurry admixed

with pigment of matching shade, including rubbing

curing, polishing etc. All complete as per Architectural

designs and as direction by Engineer-in-charge.

Area of slab over 0.50 sqm

1.1 18mm thick Granite of all colour except black, 275.00 Sqm 7121.15 One Square 19,58,316

cherry/ruby red Metre

1.2 18mm thick Granite of colour black, cherry/ruby red 275.00 Sqm 8592.70 One Square 23,62,993

Total of the Sub-Head - Non Schedule Items : 43,21,309

Providing and fixing of edge lit ,emergency exit sign with -

2 hrs power back up, concealed in false ceiling.

2.1 LED SIGN (CONCEALED)with 2hr backup - Standard 5 Each 3051.58 15,258

2.2 EXIT LIGHT WITH 2 HR BACKU(Exit at Stairs entry/ Deptt. 15,258

Exit) - Standard 5 Each 3051.58

Providing and fixing of Photoluminescent, 1mm rigid pvc

based sheet containg lumingen 3, as base chemical,with

high intensity luminous glow capacity. each sign which is

required to be mounted on wall surface shall be

MOUNTED ON 3MM ROUTER CUT Aluminium composite

panel with 25mm boarder all around over the size of

photoluminescent sign, ACP shall have rounded corners

and fixed on wall surface as per drg.

3.1 PHOTOLUMINESCENT , FIRE HOSE - 250x200 5 Each 2286.60 11,433

3.2 PHOTOLUMINESCENT ,ESCAPE SIGN - 450x150 5 Each 3340.02 16,700

3.3 PHOTOLUMINESCENT ,FLOOR LEVEL - 450x150 5 Each 3340.02 16,700

3.4 PHOTOLUMINESCENT ,FIRE ALARM CALL POINT - 11,433

3.5 PHOTOLUMINESCENT , EVACUATION PLAN - 300x200 5 Each 3101.75 15,509

3.6 PHOTOLUMINESCENT , EVACUATION PLAN - 300x200 5 Each 3101.75 15,509

3.7 PHOTOLUMINESCENT SIGNS , ASSORTED - 250x200 5 Each 2286.60 11,433

3.8 PHOTOLUMINESCENT SIGNS , FIRE Extinguishers - 11,438

Providing and fixing Evacuation floor plans measuring

500mmx 600mm made of 5 mm foam board and 1mm

thick rigid plastic photoluminiscent printed plans framed

into 45mmx 20 mm extruded aluminium tubuklar frame

with necessary holding slots

4.1 Evacuation Plans Floor wise - 500x600 5 Each 5200.23 26,001

Total of the Sub-Head - Non Schedule Items : 1,66,672

Digitally signed by PRIYA

ENGINEERING CONSULTANCY SERVICES

(SCHEDULE OF QUANTITIES)

NAME OF WORK: Estimate For Providing Electrical Works -RAMP at Bokaro

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

A SCHEDULE ITEMS

WIRING AND SUB MAINS

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 heavy

1 1.3.3 class Steel conduit, with modular switch, modular plate, Point 2 1,961.79 3923.58

suitable GI box and earthing the point with 1.5 sq.mm.

FRLS PVC insulated copper conductor single core cable

etc as required.a) Group C.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

2 1.5 recessed Steel conduit alongwith 1 No 4 sq. mm FRLS Point 80 460.41 36832.71

PVC insulated copper conductor single core cable for loop

earthing 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 Steel

conduit as required.

a 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire metre 200 247.75 49549.78

b 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire metre 280 392.36 109860.16

c 1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire metre 5 455.09 2275.46

d 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire metre 25 626.28 15657.09

Supplying and fixing suitable size GI box with modular

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

4 1.31 providing and fixing 3 pin 5/6 amps modular socket outlet Each 2 507.19 1014.39

and 5/6 amps modular switch, connection etc. as required.

(For light plugs to be used in non residential buildings).

Supplying and fixing suitable size GI box with modular

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

5 1.32 providing and fixing 6 pin 15/16 amps modular socket Each 2 623.09 1246.19

outlet and 15/16 amps modular switch, connection etc. as

Supplying and fixing of following modular switch/ socket

outlet on the existing Modular plate & switch including

connection but excluding modular plate etc. as required.

b 1.24.4 3 pin 5/6 amp socket outlet Each 1 129.72 129.72

d 1.24.5 6 pin 15/16 amp socket outlet Each 1 209.47 209.47

Supplying and fixing following size/ modules, GI box Boxes

alongwith modular base & cover plate for modular switches

in recess etc as required.

a 1.27.1 1 or 2 Module (75mmX75mm) Each 1 316.86 316.86

8 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial

type, socket outlet, with 2 pole and earth, metal enclosed

plug top along with 20 amps "C" curve, SP, MCB, in

sheet steel enclosure, on surface or in recess, with Each 2 1,723.61 3447.22

chained metal cover for the socket out let and complete

with connections, testing and commissioning etc. as

9 Supplying and fixing of modular Blanking plate on the

1.26 existing modular plate & switch box excluding modular Each 8 42.53 340.26

plate etc. as reqd.

TELEPHONE / TV -

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

10 1.24 Supply and fixing following modular switch/socket on the

existing modular plate and cover plate & switch box

including connections but excluding modular plate etc. as

a 1.24.6 Telephone socket outlet. (RJ - 11) Each 4 157.37 629.47

11 1.27 Supplying and fixing following size/modules, GI box along

with modular base and cover plate for modular switches in -

recess etc as required.

13 1.18 Supplying and drawing following pair, 0.5 sq.mm FR PVC

insulated copper conductor, unarmoured telephone cable

in the existing surface / recessed steel / PVC conduit as

14 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in

the existing surface/ recessed Steel/ PVC conduit/ -

raceway as required.

c 3 run of cable Metre 100 142.48 14248.22

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 and fixing of following sizes of heavy 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.

DISTRIBUTION BOARDS -

Supplying and fixing following way, Horizontal type three

pole and neutral, sheet steel, MCB distribution board, 240

volts, on surface/recess, complete with tinned copper bus

bar, neutral bus bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

a 2.3.4 16 way, Double door (For Units & Common Area) Each 1 3,339.83 3339.83

Supplying and fixing following rating, double pole, 240

18 2.12 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

19 2.14 breaker (RCCB), having a sensitivity current upto 30 -

milliamperes in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA,

"C" curve, miniature circuit breaker suitable for inductive

20 2.10 load of following poles in the existing MCB DB complete -

with connections, testing and commissioning etc. as

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

a 2.10.1 Single pole Each 14 272.20 3810.87

Supplying and fixing single pole blanking plate in the

existing MCB DB complete etc. as required.

ERRECTION OF FAN & FIXTURE -

Installation ,Testing, Commissioning of wall bracket fittings

of all sizes and shapes including LED lamps per fitting,

complete with all accessories including connections etc. as

Installation, testing and commissioning of pre-wired,

fluorescent fitting / compact fluorescent fitting / LED

Fittings of all types, with all accessories and tube

etc. directly on ceiling/ wall, including connection with

1.5 sq. mm FR PVC insulated, copper conductor, single

core cable and earthing etc. as required.

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

including accessories, and providing masonry enclosure

24 5.2 with cover plate having locking arrangement and watering Nos. 2 7,288.92 14577.84

pipe etc. with charcoal/coke and salt as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm

including accessories, and providing masonry enclosure

cover plate having locking arrangement and watering pipe

2.7 metre long etc. with charcoal/ coke and salt as

Earthing with copper earth plate 600 mm X 600 mm X 3

thick including accessories, and providing masonry

with cover plate having locking arrangement and watering

of 2.7 metre long etc. with charcoal/ coke and salt as

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

in recess for connections etc. as required.

Providing and fixing 25 mm X 5 mm Copper. strip on

surface or in recess for connections etc. as required.

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

29 recess for loop earthing along with existing surface/ Mtr 25 44.66 1116.47

recessed conduit/ submain wiring/ cable as required

6.2 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.

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

parapet or on surface of wall for lightning conductor and

external lighting complete as required. (For Horizontal run)

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

32 parapet or on surface of wall for lightning conductor Mtr 50 209.47 10473.51

complete as required. (For vertical run)

6.12 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.

INTELLIGENT FIRE DETECTION AND ALARM SYSTEM - -

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

17.2.1 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 memory (EPROM), power supply unit

34 (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

17.2.2 Supplying, installation, testing & commissioning of central

graphical fire alarm management system to centrally

monitor and operate the fire alarm system complete as

17.2.3 Supplying, installation, testing & commissioning of repeater

panel wih 320 character/ Touch screen LCD display with

inbuilt reset, acknowledge and silence switches complete

17.2.9 Supplying, installation, testing & commissioning of

intelligent addressable thermal detector with rate of rise

cum fixed tempreature thermistor complete with base as

17.2.4 Supplying, installation, testing & commissioning of

38 intelligent analog addressable photothermal detector Each 38 3,038.91 115478.63

complete with mounting base complete as required.

17.2.13 Supplying, installation, testing & commissioning of

intelligent addressable duct detector including suitable

Photo detector complete with base as required

17.2.5 Supplying, installation, testing & commissioning of

response indicator on surface/recessed MS Box having

two LED, metallic cover complete with all connections etc

17.2.14 Supplying, installation, testing & commissioning of

addressable manual call point complete as required.

17.2.15 Supplying, installation, testing & commissioning of

addressable horn cum strobe complete as required.

17.2.7 Supplying, installation, testing & commissioning of fault

43 isolator complete with base as required. Each 4 3,476.99 13907.96

17.2.10 Supplying, installation, testing & commissioning of

addressable fire control module complete as required

17.2.11 Supplying, installation, testing & commissioning of

45 addressable phone control module complete as required. Each 1 3,473.80 3473.80

17.2.17 Supplying, installation, testing & commissioning of fire

fighter telephone handset complete as required.

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

17.5.2 Supplying & laying of 2x1.5 sqmm fire alarm armoured

cable, 600/1000V rated with annealed copper conductor

47 having XLPE insulation, steel wire armouring & FRLS Each 600 183.95 110370.54

outer sheath complete as required.

Supplying, installation, testing & commissioning of 6 zone,

voice alarm controller with USB, MP3 player (including 6

48 17.3.1 zone button paging station) with seamless integration Each 1 1,34,412.82 134412.82

facility with main fire alarm panel for voice evacuation

complete as required.

Supplying, installation, testing & commissioning of

1.5/3/6W ceiling speaker complete as required.

Supplying, installation, testing & commissioning of

50 17.3.3 1.5/3/6W metal box ceiling/wall speakers complete as Each 1 1,906.50 1906.50

Supplying, installation, testing & commissioning of

51 17.3.4 ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS Each 12 2,581.69 30980.31

enclosure complete as required.

Supplying, installation, testing & commissioning of 6

inches dia, 2 watts, 70/100 volts ceiling speaker complete

Supplying, installation, testing & commissioning of digital

53 17.3.6 audio amplifier 50 Watt, 25V rms operating at 240 volt AC Each 3 1,02,905.11 308715.33

supply complete as required.

Supplying, installation, testing & commissioning of digital

54 17.3.7 audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Each 1 1,55,021.70 155021.70

Supply complete as required.

Supplying, installation, testing & commissioning of Voice

55 17.3.9 command keypad 6 zone, with microphone assembly Each 1 86,931.15 86931.15

complete as required.

Supplying and drawing of cable Fire Retardant PVC

insulated copper conductor cable in the existing surface /

56 17.5.3 recessed steel conduit of following pairs, cores and size -

including connections and interconnections etc. as

a 17.5.3.2 speaker cable Two pair, 2-core, 1.5 sqmm meter 5 94.63 473.17

b 17.5.3.3 speaker cable Three pair, 2-core, 1.5 sqmm meter 450 130.79 58853.66

c 17.5.3.4 speaker cable Four pair, 2-core, 1.5 sqmm meter 10 164.81 1648.12

Cable End Termination & Pipes -

Supplying and making ends termination with brass

compression glands and aluminium lugs for following size

57 of PVC insulated PVC sheathed aluminiumconductor -

cable of 1.1 KV grade as required .

Providing, laying and jointing PVC/RCC NP-2 pipe with

Vin stiff mixture of cement mortar in the proportion of 1:2

(1 cement:2 fine sand) including trenching

58 (75 cm deep / or as required) i/c testing the joints etc. in -

loose soil/under the flooring (before laying the finished

flooring) for electrical cable entrance to the building

complete as required i/c excavation and refilling of earth.

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

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

a 14.16.1 63 mm dia (OD-63 mm & ID-51 mm nominal) metre 150 262.64 39395.27

b 14.16.2 90 mm dia (OD-90 mm & ID-76 mm nominal) metre 5 308.36 1541.79

c 14.16.3 120 mm dia (OD-120 mm & ID-103 mm nominal) metre 100 391.29 39129.44

d 14.16.4 160 mm dia (OD-160 mm & ID-135 mm nominal) metre 5 511.45 2557.24

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

B NON SCHEDULE ITEMS

DATA /TELEPHONE / TV

Supply and fixing following modular switch/socket on the

existing modular plate and cover plate & switch box

including connections but excluding modular plate etc. as

Information Socket Outlet RJ -45 suitable for CAT 6 Data

Supplying, Installation, testing and commissioning of

following sizes of telephone distribution board in M.S.

61 hinged type box duly painted complete with Krone type tag

block etc. including terminations of cable as required.

Supplying, Installation, testing and commissioning of

following sizes of 0.5 mm dia annealed tinned copper

62 conductor PVC insulated and PVC sheathed unarmoured

telephone cable on surface/ existing cable tray complete

SITC of light fixtures suitable for LED fixture, lamps with all

components and accessories including but not restricted to

reflectors, housings, lamp holders and including cost of

ballasts and cost of lamps complete as required and as

below Make:-Bajaj,Havells,Polycab or equivalent.

Surface mounted 15W LED Downlighter of Havells Cat

Ref:Havells INTEGRANXTRDDLRSURD15WLED865S

30W LED Flood Light of Havells Cat Ref:

b JETAQUANTOFLS30WLED765SYMPCGRY or Nos. 1 2038.00 2038.00

Supply, installation, testing and commissioning of 5 kVA,1

Phase input and 1 Phase output UPS with alongwith

lead acid batteries giving a back up of min. 30 min. at full

64 load as per specification alongwith all accessories Each 1 160000.00 160000.00

including interconnecting cables, lugs, Base Frames,

Battery Rack & Battery Circuit breaker, palral kit complete

as required.Schneider / ABB/ Autometers

IP CCTV SURVEILLANCE SYSTEM

Supply installation Testing and Commissioing Fixed Lens

Outdoor Bullet Camera - Supplying, Installation, testing &

commissioning of 2MP H.265 NW IR vandal proof bullet

Camera, 0.03Lux (Color), 0Lux (B/W, IR LED on), 2.8mm

fixed lens, 30fps@2M all resolutions, 120dB WDR, H.265,

65 H.264, MJPEG codec supported, Triple stream , Inbuilt Each 10 32500.00 325000.00

Analytics - Defocus detection, Directional detection,

Motion detection, Enter/Exit, Tampering, Virtual line, Audio

in , alarm in & out, Micro SD/SDHC/SDXC memory slot

(Max. 128GB), IR viewable length 20m, IP66, IK10, PoE,

CE, FCC, UL, NDAA complaint, Non-Chinese.

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

Supply installation Testing and Commissioing Varifocal

Lens Outdoor Bullet Camera - Supplying, Installation,

testing & commissioning of 2MP H.265 NW IR vandal

proof bullet Camera, 0.03Lux (Color), 0Lux (B/W, IR LED

on), 3.2mm - 10mm Varifocal lens, 30fps@2M all

resolutions, 120dB WDR, H.265, H.264, MJPEG codec

supported, Triple stream , Inbuilt Analytics - Defocus

detection, Directional detection, Motion detection,

Enter/Exit, Tampering, Virtual line, Audio in , alarm in &

out, Micro SD/SDHC/SDXC memory slot (Max. 128GB),

IR viewable length 20m, IP66, IK10, PoE, CE, FCC, UL,

NDAA complaint, Non-Chinese.

Supply installation Testing and Commissioing Network

Video Recorder - Supplying, Installation, testing &

commissioning of 16CH NVR , Dual monitor video out

67 support, H.265, H.264, MJPEG compression support, Each 1 100000.00 100000.00

ONVIF support, 8 internal HDDs, i/c RJ45 connector i/c

connection etc, supports, N+1 failover, UL, BIS. complete

Supply installation Testing and Commissioing of Client

Viewing Video Sofware.

Supply, Installation, Testing and Commissioning of

Surveillance Hard disk - 6 TB Storage. Recording

parameter: 30 days of recording at FULL 1080p, 25fps

H.264 compression, complete as required.

Supply, Installation, Testing and Commissioning of Client

Desktop PC with Core i7 processor, 8GB RAM, | TB HDD,

Windows 64 bit OS, external DVD writer, wireless

70 leyboard, wireless mouse, 2GB Graphics card with dual Each 1 145000.00 145000.00

monitor support, complete with high quality 5 mtrs HDMI

cables for connecting displays (2 displays per unit),

complete as required.

Supply, Installation, Testing and Commissioning of 55" or

71 better 4K professional displays for 24x7 CCTV application, Each 1 165000.00 165000.00

complete as required.

Supply, Installation, Testing and Commissioning of

Networking Rack of 9U along with PDU (With surge

protection), cable manager, fan etc for Switches & other

accessories etc, complete as required.

Supply, Installation, Testing and Commissioning of

Networking Floor Standing Rack of 42 U along with PDU

73 (With surge protection), cable manager, fan etc for Each 1 85000.00 85000.00

Switches, Servers & other accessories etc, complete as

Supply, Installation, Testing and Commissioning of Layer II

74 Smart Managed Gigabit Ethernet switch: 8 port RJ45 Each 2 19000.00 38000.00

10/100/1000 T (POE), , complete as required.

Supply, Installation, Testing and Commissioning of Layer II

75 Smart Managed Gigabit Ethernet switch: 16 port RJ45 Each 1 19000.00 19000.00

10/100/1000 T (POE), , complete as required.

Supply, Installation, Testing and Commissioning of SFP

modules (1G/10G), complete as required.

Supply, Installation and Commissioning of RJ-45 i/o Jack

with Plate & mounting Gang Box, complete as required.

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

The BOQ shall be read in conjunction with general notes,

specification and equipment schedule and single line

Supply and installation of the following cubical type panels

( Partial Type tested ) made of 14 gauge CRCA structure,

base channel, doors & partitions complete with, Air Circuit

Breaker, moulded case circuit breakers, meters, indicating

lamps, current transformer etc. Complete in all respects,

insulated bus bars with heat shrinkable PVC sleeve in

suitable bus chambers, interconnection, small wiring, name

plate, danger plate, earth bus etc. & comprising of

compartments with hinged door for each feeder & its

accessories, cable alley with hinged doors, bus chamber

with bolted door etc. The panel being of dust & vermin

proof construction with rubber gasket, attractively powder

coated with Siemens grey shade and having orange peel

finish. The panel shall be free standing type/ wall mounted

type as per relevant drawing, Equipment schedule,

specifications including all materials, accessories, loose

supplied items, etc. required for completeness of the

project majorly comprising of following : -

ACB shall have a rated operational voltage of 415V AC,

rated insulation voltage of 1000 volts AC, rated impulse

voltage of 12kV.ACB shall be Moulded Case design and

shall comply with standards IS/IEC 60947-1 & 2. with Ics =

Icu = Icw (1sec) = 50kA.

Both fixed & draw-out circuit breakers shall have single

pole-pitch. ACBs upto 3200A shall be provided with top

horizontal and bottom vertical terminal adapters on both

sides for proper cable connections/bus duct connections.

Shunt trip and closing coil (having common AC/DC supply

upto 250V) shall be continuous rated.

There Should be On, Off, Trip, Spring Charge and Ready

to close Indication lamp for all ACB on the panel door..

ACB trip unit shall be EMC/EMI tested and should have a

display for measurement of current and voltage. It shall be

possible to view last 5 trip cause on trip unit. Separately

powered, individual fault trip indication LEDs (For O/L,

S/C, E/F and trip unit failure) shall be available on the trip

unit which shall function even if the display fails.All ACB

shall be EMS compitable.

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

All MCCBS shall be with Extended type Front door

operating handle, Phase Spreaders & Phase Barriers

complying to IS/IEC 60947-1 & 2.

MCCBs shall be current limiting type preferably having an

encapsulated double break design, with rated operational

voltage (Ue) of 415V, insulation voltage (Ui) of 690 V (AC

50/60 Hz) & impulse voltage (Uimp) of not less than 8kV.

The electrical life of MCCBs shall be 8,000 operations up

to 250A & 4000 operations up to 630A and shall be of

single frame size upto 250A.Cable Termination on MCCB

should be done using circular lugs being fixed with a bolt

passing through.

For E/F in MCCBs wherever required , external earthfault

module with CBCT should be used with indication lamp on

the panel and fault sensitivity selection from 20% – 60%

In. and time delay selection in case of Earth Fault from 0.5

to 3 Sec/ instantaneous.All incomer MCCB should be with

E/F protection also.There Should be On, Off, Trip, and

electrical fault trip Indication lamp for all MCCB on the

panel door. Separate fault differentiation indication (LED)

for Over current and Earth fault. Indication for over current

and earth fault tripping shall be extended to the panel door

via indication lamps..All MCCB shall be EMS compitable.

All MCCBs of ratigs above 250A shall be microprocessor

based and upto 250A shall be Thermal Magnetic Type

and with Min 35 kA Rating .

ON, OFF, Trip and Ready to close status for each ACB

and ON, OFF Trip staus for all Incommer MCCB shall be

avilable on MODBUS.

Control Voltage for Closing / Tripping coils , Spring

charging motor & Indicting lamps in Manually / Electrically

operated ACB Feeder shall be 230 V AC/ DC.

Metering CTs burden shall be with suitable VA & accuracy

CTs shall be "CAST RESIN" type .

All indication lights shall be LED type.

All energy meter shall be "DIGITAL" type with Modbus

Protocol as per techncial Specification

Panel Manufacturer should have Type Test Certificates for

Short Time withstand current test of 50KA for 1.0 Sec from

CPRI. Bhopal / Bangalore.

Control SP MCB's of 2A Rating shall be provided for each

metering circuit.

20% spare control terminal to be provided.

Live parts shall not be accessible after opening the door,

Transparent acrylic sheet to be provided to cover the same

& busbar joints section shall be covered with PVC

All bus bar shall be insulated with coloured PVC Sleeve

i.e. R, Y, B, BK as per colour code.

All internal control wiring shall be heat resistant type.

All TP/TPN feeders shall have solid isolable neutral link.

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

All starters shall be provided with Auto/ Manual selector

switch, MPCB/ MCCB/MCB, over load relay, single

phasing preventor, ON/OFF/ Trip/ Trip on Eclectrical

Fault indication lamps, ON/OFF push Buttons, contractor

and suitable No. of Potential free contacts for remote /

local operations, indication, interlocking and Building

Management system.

Current density for bus bar shall not be more than

0.8A/Sqmm. Rating of Bus bar is after considering all

derating factors. (Bus bar sizing calculation to be submitted

All TP/TPN feeders shall have solid isolable neutral link.

Bus couplers shall be provided with ON & OFF indicating

lights but without releases.

All feeders shall be provided with door interlocked with

door defeat, pad lock facility.

Spare contacts of Relays/Contactor etc. shall be wired

upto terminal block.

Degree of protection for following type of distribution panel

enclosure shall be as per IS:13947-1993.

IP 43 for indoor panels.

IP 55 for outdoor panels.

Contractor and panel builder shall have to submit the GA

drawing and get approval from consultant before

78 MAIN LT PANEL

2 No.100A, 4-pole MCCB

2 No.100A, 4-pole Contactor

Metering & Indication:

Combined Ammeter/Voltmeter with Selector Switch and

160/5A, CL-1, 10VA CTs and 2A control MCB.

Set of ON/OFF/Trip/Trip Circuit healthy/ready to close

Sets of phase indicating lamp with 2A control MCBs.

All incomer with buscoupler shall be mechanically and

electrically interlock.Consider all necessary software and

hardware for proper functioning of interlocking.It shall

operate auto on and auto off of breaker and then auto on.

200A, TPN aluminium, colour coded bus bars suitable for

415V, 50Hz with fully rated neutral.(After deration)

1 Nos.63A, TPN MCCB

2 Nos.40A, TPN MCCB

1 Nos.32A, TPN MCCB

2 Nos.32A, DP MCCB

2 Nos. Bulb with holder

Panel shall be suitable for incoming & outgoing supply with

cables,and top / bottom entry as required.

Supply & Laying of 1.1KV grade multicore aluminium

conductor XLPE insulated and PVC sheathed armoured

79 cable conforming to IS : 7098 (Part-I) 1998 along walls/ on

existing cable trays etc. in an approved manner and as per

ENGINEERING CONSULTANCY SERVICES

2022 Rate Amount

S.No. Description Unit Qty

Code / (In Rs.) (In Rs.)

Constructing Masonry chamber 60x60x75 cm (deep)

inside with 75 class designation FPS brick work in cement

mortar 1:4 (1 cement: 4 coarse sand) (for cable entry) with

10 mm thick M.S. hinged cover plate on top in 40 x 5 mm

80 MS angle iron frame embedded in C C 1:2:4 i/c necessary each 10 7500.00 75000.00

excavation and inside plastering with cement mortar 1:3 (1

cement:3 fine sand) finished with a floating coat of neat

cement complete as required and as per specifications

Constructing masonry chamber 60 cm x 45 cm x 50 cm

(deep) inside with 75 class designation FPS brick work in

cement mortar 1:4 (1 cement : 3 coarse sand) (for cable

entry) with 10 mm thick M.S. hinged cover plate on top in

81 40 x 40 x 5 mm MS angle iron frame embedded in C C each 10 6000.00 60000.00

1:2: 4i/c necessary excavation and inside plastering with

cement mortar 1:3 (1 cement:3 fine sand) finished with a

floating coat of neat cement complete as required and as

per specifications attached.

DSR TOTAL Rs. 26,31,527.14

NON DSR TOTAL Rs. 19,73,552.00

DSR + NON DSR TOTAL Rs. 46,05,079.14

Name of Project : Construction of Ramp in BGH Hospital

Name of Work : FIRE FIGHTING WORK

S.I MR DSR 2022 DSR 2022 MR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

SUBHEAD I(FIRE FIGHTING PUMPS & EQUIPMENTS)

Supplying, installation, testing and commissioning of electric

driven terrace pump suitable for automatic operation and

consisting of following, complete in all respects, as required:

Horizontal type, multistage, centrifugal, split casing pump of

cast iron body & bronze impeller with stainless steel shaft,

mechanical confirming to IS : 1520

Suitable HP squirell cage induction motor TEFC type suitable

for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55

class of protection for enclosure, horiziontal foot mounted

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

M.S.fabricated common base plate, coupling, coupling guard,

foundation bolts etc.as required.

Suitable cement concrete foundation duly plastered and with

anti vibration pads

Supplying, fixing, testing and commissioning of butterfly valve

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

to IS 13095 of following sizes as required :

Providing, installation, testing and commissioning of non-

return valve of following sizes confirming to IS: 5312 complete

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

Providing, installation, testing and commissioning of stainless

steel Y-strainer fabricated out of 1.6 mm thick stainless steel,

Grade 304, sheet with 3 mm dia

holes with stainless steel flange. -

Supplying, installation, testing and commissioning of Heavy

Duty floating flange type expansion joints (PN 16) conforming

to FSA and EJMA(USA) with EPDM Body and zinc coated mild

steel flanges. The bellow shall be compatible to be installed

between flanges as per BS 10 relevant tables, ANSI 16.5 Class

5 MR 5 125/150 BS4504/DN2501 . The cost of the valves to be

inclusive of flanges on either ends with rubber gaskets, nuts,

washers etc. complete as required as per the satisfaction of

the engineer in charge. The body of the valve to be tested to a

pressure of 24 Kg / sqcm.

Providing and fixing dial type pressure gauge with isolation

cock and pipe at hydrant station. -

6.1 MR 6.1 Diameter 100 mm calibration 0-8 Kg. Each 2 - 760.00 1520

SUBHEAD II:FIRE HYDRANT SYSTEM

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

duty MS pipe conforming to IS 3589/IS 1239 including

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

1 MR 1 18.7 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 :

Digitally signed by PRIYA

S.I MR DSR 2022 DSR 2022 MR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

Supplying and fixing single headed internal hydrant valve with

instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia

2 MR 2 18.9 with cast iron wheel ISI marked conforming to IS 5290 (Type -

A) with blank Gunmetal/Stainless teel cap and chain as

2.1 MR 2.1 18.9.1 Single Headed Gunmetal Each 5 8,129.99 40649.959

Supplying, fixing, testing and commissioning of butterfly valve

3 MR 3 18.11 of PN 1.6 rating with bronze/gunmetal seat duly ISI conforming

to IS 13095 of following sizes as required : -

Providing, installation, testing and commissioning of non-

return valve of following sizes confirming to IS: 5312 complete

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

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

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

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

Supplying and Fixing First Aid Hose Reel, wall mounting

swinging type complete with drum & bracket of MS

6 MR 6 18.17 construction, spray painted in Post office Red, confirming to IS

884/1995 with upto date amendments, complete with the

following as required. -

20 mm nominal internal dia as per IS 12585 water hose

thermoplastic (Textile reinforced)Type II as per IS: 12585 -

20 mm dia. ball valve & nozzle. -

Drum and brackets for fixing the equipments on wall. -

Connection from riser with 25 mm dia gun metal stop valve

and M.S pipe as reqd. -

Supplying & fixing 63 mm dia gun metal short branch pipe with

20 mm nominal internal diameter size nozzle conforming to IS

903 suitable for instantaneous connection to interconnect

hose pipe coupling as required: -

Supplying and fixing orifice plate made out of 6 mm thick

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

8 MR 8 18.13 fitted between flange &landing valve of internal hydrants to

reduce presure at the outlet to the level of 3.5 kg/sq.cm

complete as required. Each 5 1,404.62 7023.0965

Supplying and fixing air vessel made of 250 mm dia, 8 mm

thick MS sheet, 1200 mm in height with air release valve on

top and flanged connection to riser, drain arrangement with 25

mo dia gun metal wheel valve with required accessories,

pressure gauge and painting with synthetic enamel paint of

approved shade as required. Each 2 19,398.85 38797.6904

Providing and fixing standard fire man's axe with heavy duty

insulated rubber handle. Each 5 - 846.00 4230

Providing and fixing fire hose cabinet fabricated from 16 gauge

M.S. Sheet with single or double glazed front door (with 4 mm

11 MR 11 thick glass) and locking arrangement, painted fire red with

stove enamelled paint "FIRE HOSE" written on front including

necessary supports approximate size. -

Digitally signed by PRIYA

S.I MR DSR 2022 DSR 2022 MR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

Providing and fixing dial type pressure gauge with isolation

cock and pipe at hydrant station. -

12.1 MR 12.1 Diameter 100 mm calibration 0-8 Kg. Each 5 - 760.00 3800

Digitally signed by PRIYA

S.I MR DSR 2022 DSR 2022 MR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

SUBHEAD III (Sprinkler, Piping & Accessories)

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

duty MS pipe conforming to IS 3589/IS 1239 including

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

13 MR 1 18.7 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

Providing, fixing, testing & commissioning of 15 mm size

14 MR 2 18.21 quartzoid bulbtype sprinklers, of rating 68 degree C. with

required accessories. -

14.1 MR 2.1 18.21.3 Horizontal sidewall sprinkler Each 123 656.06 80694.9003

Providing, fixing, testing & commissioning flow switches in

M.S Pipe as required. -

Supplying and fixing air vessel made of 250 mm dia, 8 mm

thick MS sheet, 1200 mm in height with air release valve on

top and flanged connection to riser, drain arrangement with 25

mo dia gun metal wheel valve with required accessories,

pressure gauge and painting with synthetic enamel paint of

approved shade as required. Each 1 19,398.85 19398.8452

Supplying, fixing, testing and commissioning of butterfly valve

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

to IS 13095 of following sizes as required :

Providing, installation, testing and commissioning of non-

return valve of following sizes confirming to IS: 5312 complete

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

Providing, fixing, testing & commissioning of 50 mm diameter

19 MR 7 single lever inspectors testing assembly complete in all

respects. Each 5 - 11121 55605

SUBHEAD IV(FIRE EXTINGUISHERS & MISC.Items)

Providing and fixing CO2 type fire extinguishers with steel

cylinder with a discharge valve and conforming to IS:15683.

20 MR 1 Extinguishers shall be painted with rex enamel paint and fixed

to wall with brackets capacity 4.5 Kg.

Providing and fixing ABC powder type fire extinguisher

suitable for inverted operation and fabricated from 1.6 mm

M.S. sheet internally protected with anticorrosive treatment

and hydraulically tested to a pressure of 25 Kg/Sqcm.

Extinguishers externally painted with red enamel and fixed to

wall with brackets complete with internal charge and spanner

(Conforming to IS:15683 capaicity 6 KG.).

Digitally signed by PRIYA

NAME OF PROJECT : CONSTRUCTION OF RAMP IN BGH HOSPITAL

PLUMBING WORKS DETAILED ESTIMATE

S.I DSR MR MR DSR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

SUBHEAD I(Rain Water Pipeline System)

1 MR 1 Providing fixing, testing and commissioning in position Solfit

SWR uPVC PIPE TYPE-B pipe comforming to IS:13592

including all fittings such as bends, junctions, inspection doors,

offests, cowl, access pieces/clean out plugs, clamps /supports/

hangers etc. jointing with PVC Adhesive joints including cutting

holes in walls, core cutting in slabs and making good the same.

All complete as per specification and direction of E/l.(For

rainwater piping)

2 MR 2 Providing and fixing rainwater khurra epoxy coated cast

iron body outlet with flat grate on terrace as required

complete as per drawing approved sample and direction of

engineer in charge.

Providing and placing on terrace (at all floor levels) 25000 10.31

polyethylene water storage tank, IS : 12701 marked, with

cover and suitable locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but without fittings

and the base support for tank.

SUBHEAD II(External Storm Water Drainage)

3 MR 1 Excavation of trenches in a Streets, Lanes or in Open Area for

Storm Sewers and Manholes to Full Depths as Shown in

Drawings,excluding Shoring, Timbering of Poling Board Frame

System Type, dressing to correct sections and dewatering,

provision for diversion for traffic, protection of existing

services i.e. telephone cables ,electric lines, water supply lines

and gas lines.night signals, profiles, Pegs, Sight rails, boning

rods, crossing over trenches for access to the houses,

watching, fencing etc., fixing and maintenance of caution

boards, refilling trenches, watering of refill in 15 cm layers,

ramming and restoration of surface to original conditions and

removal of Surplus Spoil from the Site of Works, for all Works

other than connections to Ventilating Shafts upto a Lead of 15

3.1 MR 1.1 For depth not exceeding 2 m. below Ground level

All classes of soil except rocky Mtr 80 224 17920

4 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.

pipes with collars jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints

etc. complete :

5 19.27 Constructing brick masonry road gully chamber 50x45x60 cm

with bricks in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design :

5.1 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class 6335.04

designation 7.5 Each 15 95,025.53

Digitally signed by PRIYA

S.I DSR MR MR DSR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

6 Constructing 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)

19.7 finished with floating coat of neat cement and making channels in

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

aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

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

frame (light duty) 455x610 mm internal dimensions, total weight of

19.7.1 cover and frame to be not less than 38 kg (weight of cover 23 kg

and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) 13578.93

19.7.1.1 bricks of class designation 7.5

Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910, on 12 mm dia steel bar

conforming to IS: 1786, having minimum cross section as 23

mmx25 mm and over all minimum length 263 mm and width as 165

mm with minimum 112 mm space between protruded legs having 2

19.7 mm tread on top surface by ribbing or chequering besides

necessary and adequate anchoring projections on tail length on

138 mm as per standard drawing and suitable to with stand the

bend test and chemical resistance test as per specifications and

having manufacture’s permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15 cm

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

stone aggregate 20 mm nominal size) complete as per design. Each 24 14,129.98

8 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse

: 10 graded stone aggregate 40 mm nominal size) all-round S.W.

including bed concrete as per standard design :

19.2.2 150 mm diameter S.W. pipe Mtr 50 1254.53 62,726.73

19.2.3 250 mm diameter S.W. pipe Mtr 30 1691.23 50,736.95

9 19.21 Making connection of drain line with existing manhole

including breaking into and making good the walls, floors with

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

graded stone aggregate 20 mm nominal size) cement

plastered on both sides with cement mortar 1:3 (1 cement : 3

coarse sand), finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete :

9.1 19.21.1 For pipes 100 to 250 mm diameter Each 1 861.75 861.75

MR 2 Providing Material & labour for constructing Silt trap of size

1500mm x 1000mm x 1500mm deep in brick masonry with

bricks of class designation 7.5 in cement mortar 1:6 (1

cement: 6 coarse sand) including necessary excavation and

foundation concrete 150mm thick in 1:4:8 (1 cement : 4

coarse sand : 8 graded stone aggregate of 40mm nominal

size), inside plaster 12mm thick in cement mortar 1:4 (1

cement : 4 coarse sand) finished with a floating coat of neat

cement, C.C. floor, RCC slab in mix 1:2:4 & RCC baffle wall

including reinforcement, centering & shuttering etc. and

SFRC manhole cover and frame 610 x 455 mm heavy duty

HD 10 conforming to IS: 12592 complete in all respects..

Digitally signed by PRIYA

S.I DSR MR MR DSR

Description of Item Unit Total Qty

No Item No Item No Rate Amount Rate Amount

MR 3 Constructing Brick masonry percolation pit 3m dia and

4.3m deep with bricks of class designation 7.5 in cement

mortar 1:6, base concrete 1:4:8 below the brick wall,

including cost of necessary excavation in any type of soil,

back filling as required in 20cm thick layers, dewatering if

any, shuttering and shoring and disposal of surplus

excavated material within 2 nos. 300mm dia borings to a

depth of 9 metre (to be measured from the bottom of the

percolation pit), provisioning and fixing 160mm O.D. PVC

pipes, tested to 6kg/sqcm, in each bore and upto the height

11 of 300mm above the RCC top slab. The PVC pipe shall be

slotted except 3.0 metres at the top and 3.0 metres below

from the bottom of the percolation pit, which shall be blind.

Top of the PVC pipe shall be covered with PVC Socket &

plug. Each bore around the PVC pipe shall be filled with pea

gravels. The percolation pit shall be filled with river

stone/pebbles as shown in drawing. The top slab shall be

150mm thick with RCC M20 including nominal reinforcement

and 2 nos. of 560mm internal dia SFRC manhole covers

11.1 with frames conforming to IS:12592

(total weight of cover & frame shall not be less than 182 kg)

shall be provided in the top slab. PVC encased 12mm dia

steel bar Footrests shall be provided 300 centre to centre.

11.2 The above shall be provided all as specified and

300mm dia RCC pipe for inlet and overflow as shown on

drawings shall be measured separately.

Digitally signed by PRIYA

SL NO DESCRIPTION UNIT RATE

Code Qty Amount

11 2.6 Earth work In excavation by mechanical means -

(Hydraulic excavator)/manual means over areas

(exceeding 30cm in depth. 1.5m in width as per as 10

sq.m on plan) including disposal of excavated earth, lead

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

levelled and neatly dressed.

2.6.1 All kinds of soil Cu.M 158.43 15 2,376

12 2.25 Filling available excavated earth (excluding rock) in Cu.M 171.30 12 2,056

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

13 2.26 Extra for every additional lift of 1.5 m or part there of in: - -

2.26.1 All kinds of soil. Cu.M 111.11 7 778

14 4.1 Providing and laying in position cement cncrete of - -

specified grade excluding the cost of centring and

shuttering - all work upto plinth level.

4.1.8 1:4:8 (1 cement :4 coarse sand : 8 graded stone Cu.M 6,726.44 1 6,726

aggregate 40 mm nominal size)

15 5.9 Centring and shuttering including strutting, proppintg - -

etc. and removal of form for:

5.9.3 Suspended floors,roofs, landings, balconies and access Sq.M 815.07 9 7,336

16 5.9.16 Edges of slabs and breaks in floors and walls, - -

17 5.22 Steel reinforcement for R.C.C. work including - -

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo Mechanically Treated bars. Kg. 95.32 150 14,299

18 5.33 Providing and laying in position machine batched and - -

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as

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

improve workability without impairing strength and

durability as per direction of Engineer-in-charge.

(Note :- Cement content considered in this item is @ - -

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

is payable/recoverable separately).

19 5.33.1 All works upto plinth level. Cu.M 8,503.53 5 42,518

20 6.1 Brick work with F.P.S. bricks of class designation 75 in - -

foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) Cu.M 7,317.63 11 80,494

21 13.1.1 12 mm thick cement plaster of mix 1:4 (1 cement : 4 fine Cum 183.90 30 5,517

Digitally signed by PRIYA

SL NO DESCRIPTION UNIT RATE

Code Qty Amount

22 19.1 Providing, laying and jointing glazed stoneware pipes - -

grade 'A' with stiff mixture of cement mortar in the

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

testing of joints etc. complete:

23 23.7 Supplying, filling, spreading & leveling coarse sand of Cu.M 1,103.76 1 1,104

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

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

complete as per direction of Engineer –in-charge.

24 19.19 Providing and fixing in position pre-cast R.C.C. manhole - -

cover and frame of required shape and approved quality

19.19.1.1 Rectangular shape 600x450mm internal dimensions Each 1,334.71 2 2,669

[B] RECHARGE PIT (1 No.) - -

25 2.8 Earth work in excavation by mechanical means - -

(Hydraulic excavator) / manual means in foundation

trenches or drains (not exceeding 1.5m in width or 10

Sq.M on plan) including dressing of sides and ramming

ob bottoms, lift upto 1.5m, including getting out the

excavated soil and disposal of surplus excavated soil as

directed, withen a lead of 50m.

2.8.1 All kinds of soil Cu.M 232.44 35 8,135

26 2.26 Extra for every additional lift of 1.5 m or part thereof in - -

excavation /banking excavated or stacked materials.

(a) Depth exe. 1.5m but not exceeding 3.0m. Cu.M 111.11 12 1,333

27 2.25 Filling available excavated earth (excluding rock) in Cu.M 171.30 29 4,968

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

5.9.3 Suspended floors,roofs, landings, balconies and access Sq.M 815.07 25 20,377

30 5.9.16 Edges of slabs and breaks in floors and walls, - -

31 5.22 Reinforcement for R.C.C. work including straightening, - -

cutting, bending, placing in position and binding all

5.22.6 Thermo Mechanically Treated bars. Kg. 95.32 350 33,364

Digitally signed by PRIYA

SL NO DESCRIPTION UNIT RATE

Code Qty Amount

32 5.33 Providing and laying in position machine batched and - -

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as

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

improve workability without impairing strength and

durability as per direction of Engineer-in-charge.

(Note :- Cement content considered in this item is @ - -

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

is payable/recoverable separately).

5.33.1 All works upto plinth level. Cu.M 8,503.53 6 51,021

33 6.1 Brick work with F.P.S. bricks of class designation 75 in - -

foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) Cu.M 7,317.63 15 1,09,764

34 13.1.1 12 mm thick cement plaster of mix 1:4 (1 cement : 4 fine Sq.M 313.51 85 26,649

35 19.1 Providing, laying and jointing glazed stoneware pipes - -

grade 'A' with stiff mixture of cement mortar in the

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

testing of joints etc. complete:

36 23.7 Supplying, filling, spreading & leveling coarse sand of Cu.M 1,391.86 3 4,176

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

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

complete as per direction of Engineer –in-charge.

37 23.1 Boring/drilling bore well of required dia for Casing/ - -

strainer pipe, by suitable method prescribed in IS: 2800

(part I), including collecting samples from different

strata, preparing and submitting strata chart/bore log,

including hire & running charges of all equipments,

tools, plants & machineries required for the job, all

complete as per direction of Engineer –in-charge, upto

90 metre depth below ground level.

23.1.1 All types of soil - -

38 23..3 Supplying, assembling, lowering and fixing in vertical - -

position in bore well, unplasticized PVC medium well

casing (CM) pipe of required dia, conforming to IS:

12818, including required hire and labour charges,

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

per direction of Engineer –in-charge.

23.3.2 150 mm nominal size dia. R.M. 710.82 50 35,541

39 23.6 Supplying, filling, spreading & leveling gravels of size Cu.M 1,391.86 3 4,176

range 4.6 mm to 4.8 mm, in the recharge pit, over the

existing layer of boulders, in required thickness, for all

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

Digitally signed by PRIYA

SL NO DESCRIPTION UNIT RATE

Code Qty Amount

Rate: Applied 815.95 - -

DSR 24.6 Gravels 5mm to 10mm = 828.45

(-) Code 7754 Gravel 5mm to 10mm = -650.00

40 23.5 Supplying, filling, spreading & leveling stone boulders of Cu.M 1,384.74 15 20,771

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

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

direction of Engineer-in-charge.

41 19.19 Providing and fixing in position pre-cast R.C.C. manhole - -

cover and frame of required shape and approved quality

19.19.1.1 Rectangular shape 600x450mm internal dimensions Each 1,334.71 4 5,339

43 12.41 Providing & fixing on wall face unplasticised -Rigid PVC - -

rain water pipes conforming to IS:13592 Tyape A

included jointing with seal ring conforning to IS:5382

leaving 10 mm gap for thermal expansion. (i)Single

socketed pipes.

5.27 MR Supply,Installation, Testing & Commissioning of 150 Mtr 3,481.24 76,587

mm dia filter for borewell and rain water harvesting pit 22

Digitally signed by PRIYA

PROJECT : BILL OF QUANTITIES FOR VENTILATION

SUMMARY OF PRICES AMOUNT

2 PART A :- AIR MECHANICAL VENTILATION Rs. 200000

3 PART B :- LOW SIDE. (DUCTING) Rs. 156750

4 TOTAL Rs. 356750

BILL OF QUANTITIES

S.No Description Unit Qty. Rate (Rs.)

PART A :- AIR MECHANICAL VENTILATION

1) TUBE AXIAL FLOW FANS FOR PRESSURIZATION& FRESH AIR

Supply, installation, testing & commissioning of floor mounted double flanged, long

casing axial flow fans , with adjustable pitch blade & angle ,bird screen at fan inlet,

MS/GI casing, cast aluminium alloy impeller complete with TEFC Sq. Cage Induction

motor suitable for 415 volts ± 10%, 50Hz ± 3 %, 4/6/8pole, three Phase, A.C supply

class "F" insulation with support, Phase& Motor rated Value IP55 .

with the Approx. Motor HP as given below ( to be supported with Documentary

evidence at the time of Technical Bid.)

The rate shall include supply and fitting of vibration isolators ( spring & rubber pads)

complete as per specifications and drawings including fitting of accessories like Fire

retardant canvass connection painting,gravity louver,bird screen etc. as required at

site of work. Including all type of civil work like cutting/holes/chasing/cut out in

1. Static pressure and Motor Rating : The Indicated static pressure and motor rating

is only provisional. Vendor to calculate static pressure based on drawings and

pressure drop of finalized Equipment and submit for approval. The procurement shall

be processed only after duly approval of calculation and selection from the Project

2. Fan motor shall meet IE2 standard as per IS-12615

1.1 LIFT WELL PRESSURIZATION

Fan Capacity = 1500 CFM

Static Pressure = 30 mm Wg

Motor Rating = Not Exceed 11KW Nos 2 100000 200000

Noise level = not exceed 85 db at 3 meter distance

Total of Part A carried to Summary of Prices. 200000

PART B :- LOW SIDE. (DUCTING)

Digitally signed by PRIYA

S.No Description Unit Qty. Rate (Rs.)

2) GSS RECTANGULAR

Supply,installation, balancing & commissioning of Site /factory fabricated GSS sheet

metal ducting complete with neoprene rubber gaskets , elbows , splitter dampers ,

vanes , hangers , supports etc. as per approved drawings and specifications of

following sheet thickness complete as required.

splitter & vanes etc .shall be apart of ducting no extra cost shall be paid for the same .

2.1 Rectangular Ducting (FACTORY FABRICATED)

3 Supply,installation, balancing & commissioning of required sizes Grill with damper

4 Supply,installation, balancing & commissioning of required sizes Fresh Air Louver

Total of Part C carried to Summary of Prices. 156750

Digitally signed by PRIYA