Supply, Installation, Testing and Commissioning of Additional Lift and Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007.

S.No. Description Amount

A SECTION A DSR Non- DSR

1 CIVIL WORKS (DSR 2023) 76,72,389

3 ELECTRICAL WORKS (DSR 2025) 85,646 55,73,544

Grand total 1,33,31,579

Grand total 1,33,31,579

SUMMARY Pageby1ARTI

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ Electrical Works

S. DSR/ Description

UNIT DSR RATE NDSR RATE QTY DSR Amount NDSR Amount

SH-I SUB HEAD I: WIRING

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

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

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

1.0 DSR 1.1 switch, modular plate, suitable GI box and earthing the point with 1.5

sq.mm FRLS/HFFR PVC insulated copper conductor single core cable

etc. as required.

Wiring for group controlled (looped) light point/fan point/exhaust fan

point/ call bell point ( without independent switch etc.) with 1.5 sq.

mm FRLS/HFFR PVC insulated copper conductor single core cable in

2.0 DSR 1.55 surface/ recessed PVC conduit, and earthing the point with 1.5 sq.

mm FRLS/HFFR PVC insulated copper conductor single core cable

etc. as required.

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

copper conductor single core cable in surface/ recessed medium

3.0 DSR 1.12 class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated Meter 373 30 11,190 0

copper conductor single core cable for loop earthing as required.

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess, including providing and fixing 6

4.00 DSR 1.32 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, Nos. 659 4 2,636 0

connections etc. as required.

SH-I TOTAL FOR SUB HEAD -I 18,512 0

SH-II SUB HEAD II: DISTRIBUTION BOARD

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth bar, din

5.0 DSR 2.4 bar, interconnections, powder painted including earthing etc. as

required. (But without MCB/RCCB/Isolator).

DSR2.4.1 4 way (4 + 12), Double door Nos. 4377 1 4,377 0

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

miniature circuit breaker suitable for inductive load of following poles

6.0 DSR 2.10 in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

DSR2.10.1 Single pole Nos. 285 4 1,140 0

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ Electrical Works

7.0 DSR2.15 Supplying and fixing following rating, four pole, (three

phase and neutral), 415 volts, residual current circuit

breaker (RCCB), having a sensitivity current 30 mA in

the existing MCB DB complete with connections,

testing and commissioning etc. as required.

8.0 DSR2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10

kA, "C" curve, miniature circuit breaker suitable for

inductive load of following poles in the existing MCB

DB complete with connections, testing and

commissioning etc. as required.

DSR2.10.3 Double pole Each 696 2 1,392 0

SH-II TOTAL SH-II: CARRIED OVER TO SUMMARY 10,506 0

SH-III SUB HEAD III : LIGHTING FIXTURE & FAN

Supply, Installation, Testing & commissioning of 10W LED Bulkhead with

a lumen package of 600 lumens in cool White color. The fixture should

NSDR, MR- be THD ≤ 20% and PF ˃ 0.9, IP 66 and IK 09. Fixture should be a housing

9.00 of High Pressure Die Cast aluminium and a front diffuser of poly Nos. 946.00 4 0 3,784

carbonate. as per approved list.

SH-III TOTAL SUB HEAD-III: CARRIED OVER TO SUMMARY 0 3,784

SH-IV Cables and cable Trays

NDSR,MR- Supply of XLPE power cable of 1.1 kV grade aluminium conductor

10.0 2 armoured cable of the followng sizes complete as required-

DSR10.8 Laying and fixing of one number PVC insulated and PVC sheathed /

11.0 XLPE power cable of 1.1 KV grade of following size on cable tray as

Upto 35 sq. mm (clamped with 1mm thick saddle)

11.1 Supplying and making end termination with brass

compression gland and aluminium lugs for following

12.0 size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ Electrical Works

DSR4.1 Supplying and installaton following size of perforated painted with

powder coating M.S. cable trays with perforation not more than

17.5%, in convenient sections, joined with connectors, suspended

from the ceiling with two numbers MS/GI Suspenders i/c base of

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

etc as required.

100 mm width X 50 mm depth X 1.6 mm thickness

SH-IV TOTAL SUB HEAD-IV: CARRIED OVER TO SUMMARY 24,206 87,480

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

14.0 including accessories, and providing masonry enclosure with cover Set 8351 2 16,702

plate having locking arrangement and watering pipe of 2.7 Meter

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

DSR5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below

ground as strip earth electrode, including connection/ terminating

15.0 with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be RM 160 50 8,000

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

spaced at 50mm)

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

cable, 600/1000V rated with annealed copper conductor

having glass mica fire barrier tape covered by an extruded

layer of Cross Linkable Ethylene Propylene Rubber (EPR)

insulation and LSZH inner bedding, steel wire armouring &

LSZH outer sheath complete as required

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ Electrical Works

17.0 MR-3 Supply , Installation,Testing , Commissioning of Passenger Elevator

(MRL - Machine Room Less)

Design, manufacture, supply, installation, testing, and commissioning

of gearless passenger elevator conforming to site requirements and

manufacturer standards, complete with all components as detailed

* Capacity & Speed: (16 Persons) @ 1.0 m/s

* Rise & Levels: 3 Stops / 2 Openings (Front opening on ground floor,

Rear/opposite opening on first & Second floor)

* Drive & Machine: Permanent Magnet (PM) Gearless Machine with

Closed-Loop Variable Frequency (VF) Regenerative Drive

* Suspension Media:as per manufacture

* Size: as per manufaturer No. 5482280.00 1 5482280

* Controller: Microprocessor-based LVA/ACD controller with Full

Collective Simplex operation

* Power Supply: 400V/415V AC, 3-Phase, 50 Hz

* Car Enclosure: Dimensions: panels finished in Glass for rear, both

side, and front panels; false ceiling in aluminium/SS #4 Hairline; cross-

flow ventilation fan with auto cut-off; SS mirror-finish rear handrails;

vinyl tile flooring or granite flooring as per manufaturer

* Doors & Operator: 2-panel Centre Opening (CO) power-operated

car and landing doors (900 mm W × 2100 mm H) with glass #4 Hairline

finish; heavy-duty DC door operator

* Safety Devices: Automatic Rescue Device (ARD), full-height Infrared

Curtain door detector, Overload protection device, Belt inspection

SH-V TOTAL SUB HEAD-V: CARRIED OVER TO SUMMARY 32,422 54,82,280

Total (SH-I, SH-II, SH-III, SH-IV, SH-V) (In Rs.) 85,646 55,73,544

Grand Total (In Rs.) 56,59,190

Grand Total (In Rs.) 56,59,190

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ- CIVIL works

SNo. DESCRIPTION UNIT QUANTITY RATE AMOUNT

A A SECTION-1: EARTHWORK

Earth work in excavation by mechanical means (Hydraulic

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

width as well as 10 sqm on plan) including getting out and disposal of

1.0 2.6 excavated earth lead upto 50 m and for all lifts, as directed by Engineer-in-

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

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

2.0 2.25 each deposited layer by ramming and watering, lead up to 50 m and lift cum 132.97 196 26062.00

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

ramming, consolidating and dressing complete.

NOTE : Deduction shall be made of columns, brick walls etc. for calculation

of quantity of sand filling for payment

1.1.2 (5) mechanical transportation of excess soil including loading , unloading and

5.0 stacking. ( Up to 2 Km from the site) Cum 48.77 245.82 11987.94

Total for EarthWork

B B SECTION-2: CONCRETE WORK

Providing and laying in position cement concrete of specified grade

1.0 4.1 excluding the cost of centering and shttering - All work up to plinth level:

1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3

4.1.2 graded stone aggregate 20 mm nominal size derived from natural sources) cum 45.56 8340.85 380030.00

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ- CIVIL works

Centering and shuttering including strutting, propping etc. and removal of

form work for :

4.3.1 Foundations, footings, bases for columns sqm 428.93 392.15 168204.00

Total for Concrete Work

C C SECTION-3: REINFORCED CEMENT CONCRETE

Centering & shuttering including strutting, propping etc. and removal of

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

string courses etc.

1.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 35.00 736.40 25774.00

5.9.1 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 21.92 961.30 21076.00

2.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

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

2.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 7082.03 107.85 763797.00

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

3.0 5.22A bending, placing in position and binding all complete above plinth level.

3.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more kg 532.82 107.85 57465.00

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;

4.0 5.33 including pumping of concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following

grades of concrete.

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

in design mix shall be payable separately. In case the cement content

in design mix is more than 110% of the specified minimum cement content,

the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement..

4.1 5.33.1 All works upto plinth level

Concrete of M35 grade with minimum cement content of 370 kg /cum

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ- CIVIL works

4.2 5.33.2 All works above plinth level upto floor V level

Concrete of M35 grade with minimum cement content of 370 kg /cum

Total for RCC Work

D D SECTION-5: STONE AND TILE WORK

Providing and laying Polished Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building all complete

as per the architectural drawings with 18 mm thick stone slab over 20 mm

(average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid

11.56.2 and jointed with cement slurry and pointing with white cement slurry Sqm. 14.18 3071.05 43532.00

admixed with pigment of matching shade including rubbing , curing and

polishing etc. all complete as specified and as directed by the Engineer-in-

Providing edge moulding to 18mm thick marble stone counters, Vanities,

Treads etc., including machine polishing to edge to give stone nature finish

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

8.3.2 Granite work Rmtr. 9.45 510.95 4828.00

E E SECTION 7:- STEEL WORK

Structural steel work riverted, bolted or welded in built up sections, trusses

and framed work, including cutting, hosting, fixing in position and applying

1 10.2 a priming coatingof approved steel primer all complete. Kg 11602.30 133.70 1551227.51

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

2 10.25 hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

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

Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

3 10.27 dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480

N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6

grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as

per direction of Engineer-in-charge.

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ- CIVIL works

Providing and fixing stainless steel ( Grade 304) railing made of

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

buffing, polishing and making curvature (wherever required) and fitting

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

fixing the railing with necessary accessories & stainless steel dash

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

or the side of waist slab with suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only weight of stainless

steel members shall be considered excluding fixing accessories such as

fasteners etc.).

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

size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and

washers as required completeb as per the direction of Engineer-in-charge Sqm 895.10 1017.80 911034.00

Total for Steel Works

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conf`orming to IS:13592 Type A, including jointing with seal ring conforming

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

Providing and fixing on wall face unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to IS

: 13592 Type A, including jointing with seal ring conforming to IS : 5382,

12.42 leaving 10 mm gap for thermal expansion.

Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck

sheet confirming to IS 277:1992 used as permanent shuttering over which

MS wire mesh 3 mm laid at 100x100 mm grid including edge trim covered

2 26.65 with concrete. This metal deck will be supported on structural steel beam Sq.m. 14.85 1525.60 22655.00

with shear studs. (Structural steel like Beam, column, joists etc. & concrete of

different grade as per design will be paid separately)

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BoQ- CIVIL works

F F TOTAL OF ROOFING

G G SECTION 8: FINISHING WORK

Finishing with Epoxy paint (two or more coats) at all locations prepared

and applied as per manufacturer's specifications including appropriate

priming coat, preparation of surface, etc. complete. On steel work

G G TOTAL FOR FINISHING WORK

H H SECTION 9: DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by mechanical means including

disposal of material within 50 metres lead as per direction of Engineer - in -

1 15.2 charge

Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including

2 15.3 stacking of steel bars and disposal of unserviceable material within 50 cum 1.00 3551.25 3551.00

metres lead as per direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by mechanical means in

R.C.C. or R.B. work (Payment shall be made on the cross sectional area of

3 15.5 R.C.C. or R.B. work) as per direction of Engineer in-charge. Sqm 2.00 1147.20 2294.00

Demolishing brick work manually/ by mechanical means including stacking

of serviceable material and disposal of unserviceable material within 50

4 15.7 metres lead as per direction of Engineer-in-charge.

In cement mortar

Disposal of building rubbish / malba / similar 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

I I TOTAL FOR DISMANTELING AND DEMOLITION WORK

J J ALUMINIUM WORK

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BoQ- CIVIL works

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

1 21.1 : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion

hold fasteners including necessary filling up of gaps at junctions, at top,

bottom and sides with required PVC/neoprene felt etc. Aluminium sections

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

and paneling to be paid for separately) :

Powder coated aluminium (minimum thickness of powder coating 50

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone

work by providing weather silicon sealant over backer rod of approved

2.00 21.8.1 quality as per architectural drawings and direction of Engineer-in-charge Mtr. 100.00 96.750 9675.00

J J TOTAL FOR ALUMINIUM WORK

K K WATER PROOFING AND MISC.

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BoQ- CIVIL works

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

300mm height including cleaning the surface before treatment. b)

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

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

admixed with water proofing compound conforming to IS:2645 and

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

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

1 22.7.1 compound conforming to IS:2645 and approved by Engineer-in- charge to Sqm. 9 1684.60 15161.00

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 2.75kg

/sqm of cement admixed jointless cement mortar of mix 1:4 (1cement: 4

coarse sand) admixed with water proofing compound conforming to

IS:2645 and approved by Engineer-in- charge including laying glass fibre

cloth of approved quality in top layer of plaster and finally finishing the

surface with trowel with neat cement slurry and

Providing, assembling and supplying vision glass panels (IGUs)

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

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

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

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

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

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

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

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

approved shop drawings, as specified and as directed by the Engineerin-

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

processor. (Payment for fixing of IGU Panels in the curtain glazing is

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

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

weather silicone sealant) provided and fixed in position, shall be measured

in sqm. (i) Coloured tinted float glass 6 mm thick substrate with reflective

soft coating on face # 2, + 12 mm Airgap + 6 mm Heat Strengthened clear

Glass of approved make having properties as visible Light transmittance

(VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection

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

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

by technical sanctioning authority as per the site requirement.

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Supply, Installation, Testing and Commissioning of Additional Lift & Fencing work for Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

BoQ- CIVIL works

K K TOTAL WATER PROOFING AND MISC.

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

Wall with Aluminium Composite Panel Cladding, with open grooves for

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

levels etc. including:

(a) Structural analysis & design and preparation of shop drawings for

pressure equalisation or rain screen principle as required, proper drainage

of water to make it watertight including checking of all the structural and

functional design.

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

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4 mm thick aluminium composite panel material

consisting of 3 mm thick FR grade mineral core sandwiched between two

1 8.32 Aluminium sheets (each 0.5 mm thick). The aluminium composite panel Sqm. 26.08 5015.05 130793.00

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

based fluoropolymer resin coating of approved colour and shade on face

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

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

sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005

T5 / MS with Hot

Dip Galvanised with serrations and serrated washers to arrest the wind load

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

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

complete required to perform as per specification and drawing The item

includes cost of all material & labour component, the cost of all mock ups

at site, cost of all samples of the individual components for testing in an

approved laboratory, field tests on the assembled working curtain wall with

Providing and supplying aluminium extruded tubular and other aluminium

sections as per the architectural drawings and approved shop drawings ,

the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including

super durable powder coating of 60-80 microns conforming to AAMA 2604

of required colour and shade as approved by the Engineer-in-Charge. (

The item includes cost of material such as cleats, sleeves, screws etc.

25.1 necessary for fabrication of extruded aluminium frame work. Nothing extra Kg. 80.00 414.3 33144.00

shall be paid on this account). The weight of aluminium extruded

section shall be taken for purpose of payment.

GRAND TOTAL 7655623.508

GRAND TOTAL 7655623.508

Correction factor on DSR 2023 @ 0.973 7448921.673

Add Cost index @3% on DSR 2023 7672389.323

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