SITC of lift incl. Construction of lift shaft and pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme, Vile Parle (W), Mumbai- 400049 (Maharashtra)

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

1 Dismentaling Work

Taking out doors, windows and clerestory windows (steel or wood or glass) shutter including

chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

15.12.2 Of area 3 sq. metres and above 7.00 Each 502.75 3,519.25

Demolishing brick work manually/ by mechanical means including stacking of serviceable material

and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

15.7.4 In cement mortar 11.36 Cum 2060.20 23,407.99

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and

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

Total for Dismentaling Work 38,823.93

2.00 New Civil Work

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

2.01 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.

2.6.1 All kinds of soil. 42.90 Cu.m 177.50 7,614.75

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

2.03 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, 33.01 Cu.m 196.00 6,468.98

lead up to 50 and for all lift.

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by

2.04 1.1.18 mechanical transport including loading, transporting, unloading to approved municipal dumping 28.86 Cu.m 494.10 14,258.24

ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

Providing and laying in position ready mixed or site batched design mix cement concrete for cement

concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary

Portland cement, Fly ash conforming to grade I of IS 3812 (Part-1) as part replacement of OPC upto

20% of cement consumption, 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 reinforcement as per direction of the engineer-in-charge; for the following

grades of concrete.

Note: 1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC

upto 20% of cement consumption. The cost of fly ash is deemed to in quoted rates.

Below plinth and above plinth at all height and levels.

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum 3.02 Cu.m 8835.15 26,673.32

2.06 Centering and shuttering including strutting, propping etc. and removal of form for

i) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 7.75 Sq.m 392.15 3,039.16

ii) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 56.75 Sq.m 842.50 47,814.91

iii) 5.9.3 Suspended floors, roofs, landings, balconies and access platform 32.73 Sq.m 927.25 30,346.34

iv) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 73.80 Sq.m 736.40 54,343.89

v) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 117.60 Sq.m 961.30 1,13,048.88

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

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, Ordinary Portland cement, Fly ash conforming to grade I of IS 3812 (Part-1) as part

replacement of OPC upto 20% of cement consumption, 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 reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC

upto 20% of cement consumption. The cost of fly ash is deemed to be included in quoted rates.

A All works upto plinth level

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum 12.16 Cu.m 9504.75 1,15,567.88

B All works above plinth at any level

i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum 21.16 Cu.m 9860.40 2,08,692.93

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete upto plinth and above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 5279.05 Kg 107.85 5,69,345.93

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth

6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). 1.09 Cu.m 6295.15 6,858.25

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 :

6.4.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). 27.03 Cu.m 9105.95 2,46,111.13

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement

2.11 slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete

with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)

2.12 11.27 thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with 4.94 Sq.m 2354.70 11,633.40

pigment to match the shade of the slabs, including rubbing and polishing complete.

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer

work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse

2.13 sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an

admixture of pigment to match the marble shade (To be secured to the backing by means of

cramps, which shall be paid for separately).

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.

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

2.14 10.28 accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of 155.80 Kg 772.40 1,20,339.92

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 nuts, bolts, fasteners etc.).

Providing internal cement plaster 15mm thick (average) in a single coat using on the rough or fair

side of single or half brick wall of mix 1:6 (1 cement : 66 fine sand)

Providing and fixing 200mm wide, Glass fiber mesh, size of mesh 5mm and 50 GSM lathing with

2.16 MR metal studding, all along RCC & AAC block/ Brick joints/ or as per directin of site in charge etc. 60.00 Sq.m 60.00 3,600.00

including laps, cutting and waste etc all complet as per direction of engineer in charge.

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse

sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

2.18 6 mm cement plaster of mix :

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

Providing and finishing with Acrylic Smooth exterior paint with Silicone additives of required shade for

2.19 13.47.1 New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior 154.91 Sq.m 171.10 26,505.10

primer applied @ 0.90 Litre/10 sqm)

Painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic

2.20 13.83.2 Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying 328.79 Sq.m 142.80 46,951.50

additional coats wherever required to achieve even shade and colour.for two or more coars.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Lump sum cost for rebaring in existing RCC strcuture as per structure drawing of all dia of bar with

2.22 MR Hilti HY-200 chemical or as suggested by structure engineer including scafolding at all height and 1.00 Job 250000.00 2,50,000.00

Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures

like reservoir, sewage & water treatment plant etc. at the time of transporting of concrete into the

drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of

cement content per cubic meter of concrete) or higher as recommended by the manufacturer's

specification in reinforced cement concrete at site of work. The material shall meet the requirements

as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%,

compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The

crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work

shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The

product performance shall carry guarantee for 10 years against any leakage.

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:

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing

compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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-

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse

sand) admixed with water proofing compound conforming to IS : 2645 and approved by 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 making pattern of 300x300 mm square 3 mm

(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 thickness at khurra as 65 mm. 4.63 Sq.m 1684.60 7,791.28

Total for New Civil Work 24,77,376.11

3.00 Electrical Works

A POINT/ CIRCUIT/ SUBMAIN WIRING

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

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 PVC conduit, with modular switch, modular

plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable etc. as required.

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without

independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in

surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper

conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core

3.03 1.12 cable in surface/ recessed medium class steel conduit alongwith 1 No. 4 sq. mm FRLS PVC 30 Metre 354.00 10,620.00

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 medium class steel conduit as required.

A 1.14.1 2x1.5 sq mm + 1x1.5 sq mm earth wire - 30 Metre 247.00 7,410.00

B 1.14.5 2x10 sq mm + 1x6 sq mm earth wire - 20 Metre 604.00 12,080.00

Supply and fixing suitable size GI box with modular plate and cover on surface or in recess,

3.05 1.32 including providing and fixing 6 pin 15/16 amps modular socket outlet & 15/16 amps modular switch 5 Each 621.00 3,105.00

etc. as required.

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

Design, manufacture, supply, installation, testing and commissioning of following MV switchgear

panels suitable for 415 V, 3 phase, 4 wire, 50 Hz power distribution system. The panel shall be

Indoor, free standing, floor mounting, sheet metal clad, cubicle, dead front, dust and vermin proof

3.06 type compartmentalised design fabricated out of 14 SWG sheet steel, complete with aluminium bus

bars, separate earth bus bar to be provided through out the length of the panel. The incoming and

outgoing feeders shall be accommodated in a modular multitier arrangement, adequate size cable

alley, painting, earthing, numbering, danger plate etc as required.

LIFT PANEL (1 LIFT)

63 A FP MCCB 16 KA

1 No. Digital Voltmeter with VSS

1 No. Digital Ammeter with ASS

Indicator Lamps With protection MCB's(R,Y,B)

200 A TPN Al. Busbar insulated with heat shrinkable sleeves and shall be color coded.

32A FP MCB 10KA + 40 A FP RCBO 30 milli ampere– 1 no.

32A FP MCB 10KA - 1 no.

32A DP MCB 10KA - 2 nos.

MR Lift panel as described above. 1 Set 67020.00 67,020.00

Supplying and fixing following way, single pole and neutral, medium class sheet steel, MCB

distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar,

earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Derived Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current

3.08 from circuit breaker (RCCB), having a sensitivity current 30 mA in the sheet steel enclosure complete with 1 Each 3289.00 3,289.00

2.15.1 connections, testing and commissioning etc. as required. 25A

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

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

3.09 of following poles in the existing MCB DB complete with connections, testing and commisioning etc

a 2.10.1 Single Pole 6 Each 271.00 1,626.00

b 2.10.3 Double Pole 1 Each 695.00 695.00

Supply of FRLS armoured aluminium and copper conductor 1.1 KV grade XLPE cables conforming

MR 4 x 16 sq.mm. Al. cond. Cable 30 Metre 250.00 7,500.00

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV

grade of following size on cable tray as required.

7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) 30 Metre 48.00 1,440.00

Supplying and making end termination with brass compression gland and aluminium lugs for

following size of PVC insulated and PVC sheathed/ XLPE aluminium cable of 1.1 KV grade as req.

9.1.33 4 x 16 sq.mm. Al. cond. Cable 2 Set 328.00 656.00

Earthing with copper earth plate 600mm x 600mm x 3mm thick i/c accessories and providing

3.13 5.6 masonary enclosure with cover plate having locking arrangement and watering pipe etc. (with 2 Nos. 14668.00 29,336.00

charcoal or coke and salt) complete as required.

Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode

including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.

Providing and fixing 25mm x 5mm copper strip on surface or in recess for connection etc. as

3.16 5.16 Providing and fixing 6SWG GI wire on surface or in loop earthing. 60 Metre 74.00 4,440.00

Installation, testing and commissining of prewired flourescent/ compact flourescent of all type

3.17 1.41 complete with all accessories and tube etc. directly on ceiling/ wall including connection with 1.5 sq 12 Nos 218.00 2,616.00

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

Name of Work: - SITC of lift incl. Construction of lift shaft & pit for existing building of Juhu Khadi Niwas, Gulmohar Road, JYPD Scheme,

Vile Parle (W), Mumbai- 400049 (Maharashtra)

BILL OF QUANTITY

S.No. Description Quantity Unit Rate Amount Remark

Supply of pre-wired LED fittings of all types, complete with all accessories and LED tube/lamp, driver

etc. as required.

a MR LED bulkhead type fixture 5 Nos 1394.00 6,970.00

b MR 15 W LED downlighter 7 Nos 1498.00 10,486.00

Design, supplying, installation, testing and commissioning of passenger lift having car acces 2 sides

following capacities, electrically operated gearless with simplex selective collective control suitable

for operation with or without attendant to serve following floors with rated speed as mentioned below

and including electric power operating doors, automatic electric levelling device, automatic rescue

devices, a screen of infra red beam acting as a curtain across the door entrance, stainless steel

enclosures as per specifications and sketch attached including all steel works such as machine

hooks, and in pit necessary buffer support channel and ladder. The internal dimension of the lift car

shall be of suitable size for the specified load and in accordance with the statutory requirements. Lift

shall be without machine room as per IS : 15785 : 2007 amended upto date. and shall be in

accordance with NBC-2016 & Fire Norms.

A 2 way car acces 10 passenger /680 Kgs, serving 5 floors (G+4 floors above) & speed 1.0 MPS 1 Nos 2267593.00 22,67,593.00

Total for Electrical Work 24,93,266.00

Total Amount (A+B+C) 50,09,466.00

Total Amount (A+B+C) 50,09,466.00

Total Amount= Rpees Fifty lacs Nine thousand four hundredsixty six Only)

Total Amount= Rpees Fifty lacs Nine thousand four hundredsixty six Only)