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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS ARCHITECTS: HITEN SETHI ARCHITECTS PVT LTD. ESTIMATE 06/09/2022 Page 1 of 101 S. No. DESCRIPTION OF WORK AMOUNT (INR) A CIVIL WORKS 0 B ELECTRICAL WORKS 0 C PLUMBING WORKS 0 D FIRE FIGHTING WORKS 0 E LIFTS (3 NOS) 0 GRAND TOTAL 0 FINAL GRAND TOTAL 0 PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS SUMMARY OF ESTIMATES FOR CONSTRUCTION OF STAFF QUARTERS FOR BANK OF INDIA AT NERUL, (PHASE 2) TOTAL NUMBER OF FLATS 108 (2.5 BHK UNIT) Discount (in %), if any. (Only put numeric figure, don't add percentage sign. E.g. If you want to offer 10% discount then write it as '10' and not as '10%'.) PLEASE GO THROUGH ALL THE SHEETS FOR QUOTING PRICE BID UNDER INDIVIDUAL HEADS OF BOQs (CIVIL, ELECTRICAL, PLUMBING, FIRE FIGHTING AND LIFT) AND CHECK THE RESPECTIVE AND FINAL SUMMARY SHEET(S) (NOT EDITABLE).

Transcript of [XLS] · Web viewSummary LIFT Fire Fighting Summary-FIRE FIGHTING BOQ_PLUMBING SUMMARY PLUMBING BOQ...

Page 1: [XLS] · Web viewSummary LIFT Fire Fighting Summary-FIRE FIGHTING BOQ_PLUMBING SUMMARY PLUMBING BOQ PART E - SUBSTATION BOQ PART D- LV BOQ PART C- DG BOQ PART B-COMMON BOQ PART A-FLAT-108

PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS ARCHITECTS: HITEN SETHI ARCHITECTS PVT LTD.

ESTIMATE 05/08/2023 Page 1 of 91

S. No. DESCRIPTION OF WORK AMOUNT (INR)A CIVIL WORKS 0

B ELECTRICAL WORKS 0

C PLUMBING WORKS 0

D FIRE FIGHTING WORKS 0

E LIFTS (3 NOS) 0

GRAND TOTAL 0

FINAL GRAND TOTAL 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

SUMMARY OF ESTIMATES FOR CONSTRUCTION OF STAFF QUARTERS FOR BANK OF INDIA AT NERUL, (PHASE 2)PROPOSED STRUCTURE WITH STILT + PODIUM + 19 FLOORS.

TOTAL NUMBER OF FLATS 108 (2.5 BHK UNIT)

Discount (in %), if any. (Only put numeric figure, don't add percentage sign. E.g. If you want to offer 10% discount then write it as '10' and not as '10%'.)

PLEASE GO THROUGH ALL THE SHEETS FOR QUOTING PRICE BID UNDER INDIVIDUAL HEADS OF BOQs (CIVIL, ELECTRICAL, PLUMBING, FIRE FIGHTING AND LIFT) AND CHECK THE

RESPECTIVE AND FINAL SUMMARY SHEET(S) (NOT EDITABLE).

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 CIVIL BOQ Page 2 of 91

SUMMARY FOR CIVIL WORK

DESCRIPTION OF ITEM HEAD AMOUNT IN ( Rs. )

PART A : PILING WORK 0

0

0

PART D : MASONRY WORK 0

PART E : PLASTERING WORK 0

PART F : FLOORING WORK 0

0

PART H : FALSE CEILING WORK 0

PART I : PAINTING WORK 0

PART J : WATERPROOFING WORK 0

PART K : MISCELLAEOUS WORK 0

PART L : ROAD WORK 0TOTAL OF CIVIL WORK 0

PART B : CONCRETE-PLAIN & REINFORCED INCLUDING RMC(READY MIX CONCRETE & FORMWORK

PART C : CONCRETE-PLAIN & REINFORCED INCLUDING RMC(READY MIX CONCRETE & FORMWORK

PART G : FLUSH DOOR SHUTTER, WARDROBE ,MODULAR KITCHEN,MS FIRE DOOR.$ ALUMINIUM WINDOW AND METAL WORKS

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 2 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

PART A

NOTE : The rates shall be the same at all floor levels1 SHORE PILING WORK

1.1

LUMPSum

1.00 0.00

1.2

Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles Rmt 175.00 0.00

1.3

Tender Item. No.

NOTE :The quoted rates shall be inclusive of all the taxes like WCT, VAT,Octroi,CESS as applicable from time to time excluding SERVICE TAX (Refer VOL I)

Mobilization at site of all necessary plants & piling equipments necessary personnel to operate and maintain them etc. complete. On completion of piling work, demobilizing the site with all the plants, equipment, piling rigs, necessary personnel brought for piling works, including cleaning (slush / muck / bentonite slurry removal and disposal) and reinstating site to original condition as acceptable to ARCHITECT/CLIENT. Payment shall be made only after completion of demobilization of all the equipment and the last piling rig.

Boring, providing and installation bored cast-in-situ reinforced cementconcrete piles of grade M-25 of specified diameter and length below pilecap, to carry a safe working load not less than specified, excluding thecost of steel reinforcement but including the cost of boring with bentonitesolution and temporary casing of appropriate length for setting out andremoval of same and the length of the pile to be embedded in the pile capetc. by Crawler mounted, telescopic boom hydraulic pilling Rig allcomplete, including removal of excavated earth with all its lifts and leads(length of pile for payment shall be measured up to bottom of pile cap).

Providing and fixing steel reinforcement for RCC, including transporting, de-coiling, straightening, cutting, bending, and placing in position at all levels and binding with approved quality G.I. annealed binding wire of 18 gauge for end bearing cast-in-situ piles with correct size PVC cover blocks or approved concrete cover blocks of same grade as of concrete. The rate shall include cost of binding wire, chairs, spacers, pins, which will not be measured separately for payment. Quantity of steel as per bar bending schedule as approved by the ARCHITECT/CLIENT and with authorized overlaps only shall be measured and paid for. Further include where required carryout dewatering, provide required labour and machines / equipments / tools / tackles for handling, shifting, bending, binding, etc. all complete to the satisfaction of the ARCHITECT/CLIENT at all depths & leads.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 3 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

a) TMT HYSD bars - Fe-500 grade confirming to IS 1786. MT 6.00 0.00

1.4

Upto 50 tonne capacity pile Per Test 1.00 0.00TOTAL OF PART A FOR PILING WORK 0.00

2 PART B FOR -EARTHWORK AND METAL PACKING

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile d, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analyzing the results,making the report and submitting the same in 5 copies (cost of pile is excluded).

The cost of followings are deemed to have been included in the rate and to be read along with items.Note : 1) The items given below shall be as per "Earthwork and Metal Packing" of the specifications.2) Rate for excavation shall include site clearance, removal of vegetation (except tree transplantation),(include obtaining permission of Govt. authority and paying fees/royalty if any)

3) The tenderer has to read the soil investigation report submitted along with the tender document and make his own assessment of the nature, type, strength and classification of soil/ rock/ murrum. If desired he can take confirmatory bores at desired location.

4) Definition of hard rock is any earth material which cannot be excavated using hydraulic bucket equipment like poclain/ jcb & requires special breaking equipments like air compressor breaker special equipment attached to poclain/jcb apart from the bucket will be termed as hard rock.A Minimum of 30 core to be taken from various location from excavation over areas in case of hard rock is encountered prior to back filling. Taking core and testing of core sample is to be done by the contractor at his own cost.

5) If hard rock is found during the course of excavation ,the same is to be shifted and properly stacked for measurement purposes at desired location and not to be taken out without the prior permission from the client/Architect.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 4 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

MODE OF MEASUREMENT

EXCAVATION

6)Dewatering of both ground and surface water in all season,removal of slurry generated while excavation and keeping the area free of water with necessary shoring, strutting, required for keeping earth in position etc,. excavating loose pockets and compacting the same.Excavation in all types of soils to any depth below ground level. Rate to include all royalties,taking statutory approvals as necessary to carry out the works etc., complete

7)Carting away un serviceable material outside the site at any distance outside plot at locations as designated by local authority & as per their rules/norms, or as directed including dressing, grading, cleaning, excavating loose pockets and compacting them after back filling as directed etc. as per detailed specification and conforming to safety rules of Authority during the progress of work.Rate to include all royalties,taking statutory approvals as necessary to carry out the works etc., complete

8) If required bailing /pumping out of water to keep site dry at all times until completion of work; shoring, strutting, stepping, dressing, grading, cleaning, removing and excavating loose pockets and consolidating them by backfilling as directed etc. all complete as detailed in specification and conforming to safety rules of authority from time to time and Explosives rules1940 or as amended. Rate to include all royalties, taking statutory approvals as necessary to carry out the works etc., complete

a)Where the excavation is in fairly leveled ground or not fairly leveled ground. the measurements for excavation shall be worked out on the basis of initial & final levels taken, prior & after completing of excavation.

b) The measurements for hard rock shall be based on stack measurements with 40% (Forty percent) deductions for voids.

c) The length & breadth of excavation shall be limited to the dimensions of the PCC shown in the sanctioned plans. The Contractor shall assess the extra quantity for excavation, required to execute, for whatever reason for which nothing extra is payable and contractor should quote accordingly.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 5 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

BACK FILLING

DISPOSAL OF SURPLUS EARTH

2.1 Excavation in Soft Soil and Hard murum/Soft rock

2.1.1 cum 2600.00 0.00

2.1.2 cum 2600.00 0.00

d) In the case of soft rock & hard rock in mixed conditions & soft rock cannot be measured, the excavated hard rock shall be properly stacked in places as directed. The net quantity of hard rock will be based after deducting voids from the measured quantities as per the stack to the extent of 40% from the overall measurements of hard rock.

a) The back filling & consolidation, in sides of foundations, plinth etc., upto ground level with excavated materials and shall not be paid separately,if so stated in the item in BOQ. If however, the item in BOQ is specifically provided for back filling with excavated materials, or materials brought from out side, the measurements shall be based on actual difference of levels recorded before & after the filling. Such record of levels shall be jointly signed by the representatives of contractors & Architect/ Engineer. Back filling quantity to be measured and paid if the excess quantity required from the earthwork quantity as measured (as per mode of measurement) after deducting rock quantity,as per mode of measurement as stated above) ,Soling, Plum concrete and RCC/PCC quantity).

a) The surplus earth to be disposed of outside the plot at any distance as directed, including dressing, grading, cleaning, excavating loose pockets and compacting them after back filling as directed etc. as per detailed specification and conforming to safety rules of Authority during the progress of work.Rate to include all royalties,taking statutory approvals as necessary to carry out the works etc., complete

Excavation MANUALLY/ MECHANICALLY for raft foundations, trenches, retaining walls, plinth beams, underground tanks, effluent treatment tanks, etc,carting away surplus earth on site within as directed beyond construction site/ building area including preparing the surface. (Note: All back filling & spreading of earth shall be carried out in layers not exceeding 200mm and compacted to 90% ordinary proctor dry density.)

a) In ordinary soil (brown/ black fine loose sand/murum/soft rock ) for lift /depth upto 1.5 from existing level of excavation ( mechanically ).

b) In ordinary soil (brown/ black fine loose sand/murum/soft rock ) for lift/depth upto 1.5m to 3.0m from existing level of excavation ( mechanically ).

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 6 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

2.1.3 cum 2302.00 0.00

cum 2302.00 0.00

2.2 Excavation in Hard rock

2.2.1 cum 833.00 0.00

2.2.2 cum 833.00 0.00

2.2.3 cum 833.00 0.00

2.3 Back Filling:

2.3.1 cum 4790.00 0.00

2.3.2 cum 3344.00 0.00

c) In ordinary soil (brown/ black fine loose sand/murum/soft rock ) for lifts/depth 3.0m to 4.5m from existing level of excavation site ( mechanically )

d) In ordinary soil (brown/ black fine loose sand/murum/soft rock ) for lifts/depth 4.5 m to 6.0m from existing level of excavation site ( mechanically )

In Hard rock for lifts up to 3m from existing level of excavation ( mechanical or chiseling/wedging). In Hard rock for lifts/depth -3 to - 4.5 m and above from existing level of excavation site ( mechanical or chiseling/wedging).

In Hard rock for lifts/depth -4.5 to -6.0 m and above from existing level of excavation site ( mechanical or chiseling/wedging).

Filling in plinth and in low lying area ( area development ) within site with approved excavated materials including watering consolidating in layers not exceeding 200 mm by 8-10 tonnes road roller or other approved mechanical equipment etc. all leads and lifts,bailing/pumping out of water to keep site dry while back filling.cost shall include conveyance of all materials,labour machinery etc.complete as directed. The rate to includes loading,unloading ,hire and fuel charges for tools and plants,all royalties,taking statutory approvals as necessary to carry out the works and other incidental charges etc,complete. as directed.

Filling in plinth and in low lying area ( area development ),with earth/soil brought from out-site including watering consolidating in layers not exceeding 200 mm by 8-10 tonnes road roller or other approved mechanical equipment etc. all leads and lifts,bailing/pumping out of water to keep site dry while back filling.cost shall include conveyance of all materials,labour machinery etc.complete as directed. The rate to includes loading,unloading ,hire and fuel charges for tools and plants,all royalties,taking statutory approvals as necessary to carry out the works and other incidental charges etc,complete. as directed.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 7 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

2.4

150/230mm thick dry rubble packing brought from outside. cum 920.00 0.00

2.5 Anti Termite Treatment2.5.1

sqm 4034.00 0.00

2.6 Core Cutting using Hilti/Equivalent Machine

2.6.1 250 mm No 5.00 0.002.6.2 200 mm No 5.00 0.002.6.3 125mm and 150 mm No 300.00 0.002.6.4 100mm No 250.00 0.002.6.5 50mm and up 75 mm No 100.00 0.00

TOTAL OF PART B FOR EARTHWORK AND METAL PACKING 0.00

3

3.1 RCC and PCC

Providing & laying 150/ 230 mm thick dry rubble soling in plinth or in foundations where directed with good quality blue basalt stone of approximately cubical shape of required thickness,including breaking boulders and the cost of sand Cushion, hand setting,packing below flooring, etc including filling chips, spawl sand in interstices ramming with mechanical rammer,watering etc. as directed by Engineer-In -Charge etc. complete.

Providing preconstructional anti termite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 liters of emulsion concentrate at 0.5 percent of Hephoclore or equivalent approved chemical per square meter of surface area covering ten years guarantee as directed by Engineer in charge.(Only Plinth area is to be taken for measurement.)

Making Holes using Core cutting in RCC beams or slabs at all location/Level using Core cutter machine (Hilti/ equivalent ) of different diameter ,without cutting the main bars of beam and removing all debris from site/,place of work,scaffolding etc.complete as directed by Engineer in charge.

PART-C FOR CONCRETE-PLAIN & REINFORCED INCLUDING RMC(READY MIX CONCRETE & FORMWORK.)

Concrete as actually done shall be measured for payment subject to following tolerances:

1)Linear dimensions shall be measured correct to a centimeter, except for the thickness of slabs, which shall be correct to half a centimeter.

2)      Areas shall be worked out correct to 0.01 Sq.M.

3)      Cubic contents shall be worked out correct to 0.001 Cu.M.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 8 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

NOTE:

Notes :

4)  The concrete shall be measured for its length, breadth, height/ depth, limiting to dimensions as specified in drawings or as directed by the Architect/ Engineer.

5)      No deduction shall be made for the following:

a)      Ends of dissimilar materials, or opening upto 500 sq.cm. area.b)      Openings upto 0.1 Sq.M. in area.c)      Volume occupied by pipes, sleeves etc. upto 100 Sq.cm. in area. d)      Volume occupied by reinforcement.

1) The measurements for formwork shall be taken if separately specified in the BOQ. In case the items of R.C.C. are inclusive of formwork no separate measurements for formwork shall be taken.

A)    PRECAST UNITS:

Precast units shall be measured as per their sizes & units given in BOQ based on above principles.

B)       MACHINE/ EQUIPMENT FOUNDATIONS:

These shall be measured in Cum considering the sizes. No deductions for bolts, pockets having area less than 0.01 Sq.M. shall be made.

I)  PVC sleeves of various sizes upto 300mm will not be separately quantified and shall be included in quoted rates of slab

1) The items given below shall be as per "Concrete-Plain & Reinforced" of the specifications

2)NOTE :RMC shall be procured from RMC plants as approved by project manager/consultant.

3) DESIGN MIX FOR RMC (Ready Mix Concrete) SHALL BE APPROVED BY STRUCTURAL CONSULTANT/ARCH.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 9 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6) Curing compound may be permitted only after approval from consultant.

8) Rates shall be inclusive of providing pockets, holes, inserts, pipes etc.

9) Mechanical vibrators,to be used.

13) Cleaning of shuttering plates by mechanical buffing after every use is a must.

4) The Contractor is entirely responsible for the design of concrete mixes. The design is however, to be approved by the Engineer in charge.

5) Reinforcement shall be paid separately unless otherwise mentioned. All necessary staging/scaffolding included in this cost.

7) Rates shall be inclusive of cost of Super plasticiser cum - retarder of approved quality and of approved dosage.

10) All defective concrete if dis-approved by engineer, shall be repaired by the contractor at his own cost, using approved epoxy mortar or Polymer modified mortar as per Manufacturer's specifications or dismantling & redoing without extra cost.

11) The rate shall include the cost of applying 2 coats of polymer bonding agent on all surface of old or new concrete at construction joint prior to concreting against the same.

12) Screening of metal -I and II for removing excessive flaky under and over size material, stone dust etc. is a must.

14) All concrete surfaces shall be form finished, using shuttering water proof grade ply at all locations & M.S.forms for curved/ irregular shapes.

15) Where plastering is specified, concrete surfaces are required to be hacked immediately after the removal of formwork as directed by the Engineer-in-charge wherever required. Additional rate shall not be paid to contractor for hacking.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 10 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

22) Tolerance in slab level to be as per IS Code

3.1.1 cum 740.00 0.00

16) Contractor should make arrangement for table vibrator for casting the cover blocks of required size and grade. Additional rate shall not be paid

17) Rate shall be inclusive of providing PVC cover blocks of structural member in which the blocks are to be used.

18) All joints in shuttering shall be sealed by use of 5mm thick compressible material gaskets and fixing agent.

19) Construction joint shall be minimum in numbers and their location shall be approved by the Consultant. Construction joints shall be treated properly with bonding coat of approved material to be applied at the old concrete before commencing the fresh concreting operations.

20) All sack surface shall be sack rubbed with white cement of suggested proportion as per Engineer's approval, fixtures etc. shall be located as per details and locations to be approved before casting.

21) Testing of concrete as per Technical specifications.After third party test report is mandatory for the strength of concrete.

23) Shear key is to be provided where it is required .(Reinforcement to be paid in reinforcement item)

24) Dowels bars to be provided in column for lintel at suitable height.(Reinforcement to be paid in reinforcement item)

Providing and laying P.C.C. M15 of specified thickness wherever specified using river sand, 20mm and downsize metal including base Preparation, Compaction, leveling,curing and dewatering at all leads and lifts,etc.complete as directed

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 11 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

3.1.2

( a ) In footings/ pile cap /foundations/ pedestal/Raft slab of any thickness

M-30 cum 1881.00 0.00

M-35 cum 52.00 0.00

( b ) M-30 In Grade slab cum 200.00 0.00

M-30 cum 1123.00 0.00

M-35 cum 1031.00 0.00

M-30 cum 1385.00 0.00

M-35 cum 1055.00 0.00

M-30 cum 1000.00 0.00

Providing,batching, mixing,transporting through transit mixers, pumping and laying from Ready Mix Concrete for REINFORCEMENT CEMENT CONCRETE of specified grade at all levels and heights. as per approved design mix using graded stone aggregate of 20mm and down,including plastisizers or retarders (if required),all leads and lifts,pumping using line pump or boom placer,Vibrating,scaffolding wherever necessary, consolidation, finishing, curing, dewatering in all season etc. at all heights & levels all as per drawings, specifications as directed complete.

( c ) In columns and pedestal of all shapes i.e. square, circular or irregular at floors as indicated.

( d ) SHEAR WALL/CORE WALL of any thickness on any floors.(If sizes (Depth) of the column is more than 900 mm , will be considered as Shear wall.

( e ) Floor BEAMS including rectangular/square/curved and inclined or any other geometrical shape on floors as indicated.

( f )All type of floor slabs/ flat slabs/ loft slabs / chajja including drop panels any thickness as indicated.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 12 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

M-30 cum 2032.33 0.00

( g ) STAIRCASE including landing slab.as indicated

M-30 cum 75.00 0.00

( h ) fascias, drop pardi, up stand pardis, fins, pergolas etc.

M-30 cum 5.00 0.00

(i) RCC wall for U/G and O/H tank of any thickness as indicated.

M-30 cum 42.00 0.00

M-30 cum 44.87 0.00

3.1.3

75 mm thick SQM 1035.00 0.00

3.2 REINFORCEMENT WORK

(j) Precast /Cast insitu lintel (Precast lintel after its curing period) as per detail drawings and sizes including form finished shuttering and fixing at required level over block masonry including hacking for receiving plaster,curing,deshuttering etc.complete.excluding the cost of reinforcement.

Providing,casting and fixing precast cast insitu cement concrete Fins 125 mm x75 mm sectional area to be casted in M30 grade design mix concrete with aggregate 20mm and down size), reinforced with 12 mm and 10 mm dia tor steel, as per approved design including centering and shuttering, Ply finish ,rectifying the defects of casting after deshuttering before immersing in water tank ,fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand), with all scaffolding etc in fixing ,immersing for curing in curing tank at least for 15days etc. complete, excluding plastering of the jambs, sills and sofits.(Front Elevational surface will be measured for payments(75mm width X height of Individual Fins)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 13 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

2) Cover blocks shall be of good quality of PVC ( As per approved make).

All reinforcement shall be measured lineally as per the cutting lengths nearest to centimeter, shown in the “Bar Bending Schedule”, submitted by the contractor as per IS 1786 or equivalent BS specification & approved by the Architect/ Engineer.The weight in kilograms shall be calculated on the basis of standard weights as per Indian Standard Specifications per meter lengths or as per actual weight per meter which ever is less after its satisfactory result passed from requisite test. No allowance shall be made in the weight for rolling margin.Chairs/ separators pins etc.shall not be measured .No separate measurement shall be taken for binding wires, the cost of which shall be included in the rate quoted for the item of reinforcement. The rate to include bursting of reinforcement,all lead,lifts, placing at all levels,required scaffolding, shifting of reinforcement bars from stock area to allocated site,bending,cutting and placing over area,testing etc.as directed

The cost of followings are deemed to have been included in the rate and, to be read along with items.

Note : 1) The items given below shall be as per "Reinforcement" of the specifications ( including all wastages ).

3) Wherever welding of reinforcement is specified, the same shall be carried out conforming to IS:9417 or IS:2751. Welding shall be carried out by approved qualified welders only. One per cent testing of welds shall be carried for all types of welds.

4) Overweight steel shall not be considered for calculating consumption and payment purpose.

5) Column reinforcement bars are required to be lapped in the middle staggered position of columns as per IS 13920. Proper arrangement shall be made to support reinforcement projecting above floor level. Similarly laps within a distance of 2 D (depth of beam) or 1/4 span from the face of the column are not allowed. The over hanging bars should be properly supported. The cost of these works is deemed to have been included in the rate.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 14 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

3.2.1 ###

Thermo-Mechanically Treated bars MT 1419.00 0.00

3.3 FORM WORK

6)Taking samples of reinforcement bars, getting these tested as per Indian Standards (nos of samples) from approved laboratory including transport, etc. each test shall Indicate. i)        Ultimate Tensile Strength iv)     Unit weight v)  Bend / Rebend and any other parameters as directed by Engineer in charge.

7)Use of mechanical couplers / crimpers of approved make (Getec / dextar) at location of approved laps.(Payment will be made for approved lap in place of couplers)

8)The length of the bars may be upto 18M length as per the details given in the RCC drawings & full length bars are to be procured.

9) All lots to be tested as per IS Code method of testing from the approved laboratory.

Providing and fixing in position Thermo-Mechanically Treated bars reinforcement with yield stress not less than Fe 500D of various diameters for RCC, footings,slabs, beams, columns, walls, retaining walls,trenches, drains etc. as per detailed design and drawing schedule including cutting, bending,hooking the bars, binding GI wires with 18 SWG including supporting as required and providing approved PVC cover blocks at all levels including all leads and lifts and all wastages etc.complete.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 15 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

(a)

i)In PCC SqM 363.00 0.00

ii) In footings/ pile cap / foundations/ Raft slab SqM 888.00 0.00

b) SqM 25401.00 0.00

c) In SHEAR WALL/CORE WALL on floors as indicated. SqM 2475.00 0.00

d) In Retaining wall Rain Water Harvesting tank & O.H. tank as indicated. SqM 1470.00 0.00

e) In FLOOR BEAMS at floors as indicated. SqM 23333.00 0.00

f) In all type of floor slabs/ flat slabs/ loft slabs including drop panels SqM 15785.00 0.00

g) In staircase including landing slab. SqM 1099.00 0.00

h) In fascias, chajjas, drop pardi, up stand pardis, fins, pergolas etc. SqM 174.00 0.00

0.00

Providing, fabricating and erecting form work at all levels and places wherever needed/specified as per drawing with 12mm Plastic coated, marine resistant waterproof ply/Smooth finish with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements for form finish concrete Including all curvature wherever required as per drawing ,Submission of design calculations and shop drawings for approval,sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as approved by the consultant etc., complete at all levels, required scaffolding at all level & heights and profiles for Note : Only plan area shall be considered.No extra shall be paid for Side shuttering of Drop panel/column capitals.(MS plates can be used only in raft,footings and foundations).

Plywood shuttering shall be considered for all horizontal & vertical elements,beam sofit,core walls, stairs,ramps,tanks,RCC Pedestals Etc.,

In columns and pedestal of all shapes i.e. square, circular or irregular at floors as indicated.

TOTAL OF PART C PART-C FOR CONCRETE-PLAIN & REINFORCED INCLUDING RMC(READY MIX CONCRETE & FORMWORK

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 16 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

4 PART - D FOR MASONRY WORK4.1

cum 10.00 0.00

4.2

4.2.1 cum 2524.00 0.00

TOTAL OF PART -D FOR MASONRY WORK 0.00

5 PART -E FOR PLASTERING WORK

Providing and constructing 230mm or more thick masonry in sub and superstructure with locally available approved quality bricks having minimum crushing strength 35 Kg/Sq. cm and water absorption maximum 20% in cement sand mortar CM 1:6 (1 cement : 6 Sand) mixed with approved non-shrinking compound as per manufacturer’s instruction in specified courses of approved make including raking out joints, curing, doing independent double legged scaffolding, all complete as per specifications etc. at all heights, depths and leads, dewatering area where required complete as per specifications etc. all as directed by ARCHITECT/CLIENT to his entire satisfaction.

Providing and fixing to all floor level precast cement concrete solidblock masonry in superstructure with approved factory made blocks having minimum crushing strength 100 Kg/Sq. cm above 100mm thick block and 50 Kg /Sqm for 100 mm thick block and maximum water absorption 10% for all blocks.,, including hoisting and setting in position with cement mortar 1:3 (1cement : 3 coarse sand),and approved non-shrinking compound as per manufacturer’s instruction, doing masonry in specified courses of approved bond, cost of required centering, shuttering complete also providing RCC patli beam in case of 100 mm wall of sizes 100mm x 100 mm at about 1.00m C/C with 2 nos. 10 mm dia Tor bars and 8 mm dia links at 300 c/c in cement concrete of grade M 20, required formwork, complete with raking out joints, curing, doing independent double legged scaffolding, all complete as per specifications etc. at all heights, depths and leads as directed by ARCHITECT/CLIENT to his entire satisfaction. (Patli beam including reinforcement is part of the item) :

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate20 mm nominal size)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 17 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

5.1

sqm 32825.00 0.00

5.2sqm 13699.00 0.00

Providing and applying ) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part- 1 & II) 1976, applied on hacked / uneven background such as barebrick/ block/ RCC work on walls including doing jambs, sills, grooves, wattas, rounding of corners etc. all complete as per architectural drawing, specification and directed by ARCHITECT/CLIENT, including providing and fixing chicken mesh jali (24gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leadsand lifts etc. complete. 150 mm wide to junctions of concrete and masonry, electrical conduiting ,hacking closely concrete surfaces,at all lift, lead and depth,including providing and applying chemical adhesive bonding coating of approved make on concrete surfaces and apply scratch coat plaster etc. doing independent double legged scaffolding, at all floors and locations, finished in smooth line and level etc. complete.

5.1 a ) Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster to wall -Do- as per Item No. 5.1 but for 8mm thick Gypsum vermiculate plaster as detailed in drawing or as directed by the ARCHITECT/CLIENT. (To Internal ceilings)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 18 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

5.3

sqm 5234.00 0.00

sqm 1191.00 0.00

sqm 877.00 0.00

Providing and applying cement mortar mix ratio CM 1:4 (1 cement : 4 sand) mixed including raking out joints, hacking concrete surfaces cleaning / grooving deep junctions of concrete & masonry, grouting then Including providing and a mixing Polypropylene fibers of approved make as per instruction of the approved manufacturer in cement in 1st coat of plastering with providing and applying approved chemical bonding agent and applying a scratch coat over concrete surfaces by bonding / adhesive chemical coat as directed by approved manufacturer to create a key before 1st coat of plastering, including Providing and fixing chicken mesh jali (24gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leadsand lifts etc. complete. 150 mm wide to junctions of concrete and masonry, electrical conduiting ,Providing and adding approved waterproofing compound 2% by weight of cement or as directed by the ARCHITECT/CLIENT to his entire satisfaction hacking closely concrete surfaces, jambs, sills, grooves, pattas, wattas, rounding of corners, etc. all complete as per architectural drawings, specifications and finished smooth with wooden rundha etc. or as specified by the ARCHITECT/CLIENT at all leads,depth and lifts, doing independent double-legged scaffolding, cleaning of surfaces, curing, etc. complete as per specification and to the approval of the ARCHITECT/CLIENT.

5.3.a) Providing and applying 12mm thick plaster (Location : For Dado/Internal wall of Refuge area/Stilt area )5.3 b) '- Do - as per item no. 5.3 but to walls of ducts and inside the boxing masonry as directed by the ARCHITECT/CLIENT to his entire satisfaction. (To Ducts/Service ducts)

5.3 C - Do - as per item no. 5.3 but for 8 mm thick plaster but to ceilings of flats/ducts and inside the boxing masonry as directed by the ARCHITECT/CLIENT to his entire satisfaction. (To dry Balcony/Terrcae/Flower Bed)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 19 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

5.4

sqm 5234.00 0.00

sqm 1191.00 0.00

sqm 877.00 0.00

Providing and applying Ready Mix Plaster cement mortar mix ratio CM 1:4 (1 cement : 4 sand) mixed including raking out joints, hacking concrete surfaces cleaning / grooving deep junctions of concrete & masonry, grouting then Including providing and a mixing Polypropylene fibers of approved make as per instruction of the approved manufacturer in cement in 1st coat of plastering with providing and applying approved chemical bonding agent and applying a scratch coat over concrete surfaces by bonding / adhesive chemical coat as directed by approved manufacturer to create a key before 1st coat of plastering, including Providing and fixing chicken mesh jali (24gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leadsand lifts etc. complete. 150 mm wide to junctions of concrete and masonry, electrical conduiting ,Providing and adding approved waterproofing compound 2% by weight of cement or as directed by the ARCHITECT/CLIENT to his entire satisfaction hacking closely concrete surfaces, jambs, sills, grooves, pattas, wattas, rounding of corners, etc. all complete as per architectural drawings, specifications and finished smooth with wooden rundha etc. or as specified by the ARCHITECT/CLIENT at all leads,depth and lifts, doing independent double-legged scaffolding, cleaning of surfaces, curing, etc. complete as per specification and to the approval of the ARCHITECT/CLIENT.

5.4.a) Providing and applying 12mm thick plaster (Location : For Dado/Internal wall of Refuge area/Stilt area )

5.4 b) '- Do - as per item no. 5.4 but to walls of ducts and inside the boxing masonry as directed by the ARCHITECT/CLIENT to his entire satisfaction. (To Ducts)

5.4 C - Do - as per item no. 5.3 but for 8 mm thick plaster but to ceilings of ducts and inside the boxing masonry as directed by the ARCHITECT/CLIENT to his entire satisfaction. (To dry Balcony/Terrcae/Flower Bed)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 20 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

5.5

Sqm 15927.00 0.00

5.6

sqm 15972.00 0.00

Providing and applying minimum 20 mm thick double coat cement sand plaster; first coat to be Avg.12 mm thick cement sand mortar of mix ratio CM 1:4 (1 cement : 4 sand) adding 2% approved Water proofing compound curing the same for not less than 2 days to recive the 2nd cpoat palster , Including providing and a mixing Polypropylene fibers of approved make as per instruction of the approved manufacturer in cement in 1st coat of plastering with providing and applying approved chemical bonding agent and applying a scratch coat over concrete surfaces by bonding / adhesive chemical coat as directed by approved manufacturer to create a key before 1st coat of plastering, including Providing and fixing chicken mesh jali (24gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leadsand lifts etc. complete. 150 mm wide to junctions of concrete and masonry, electrical conduiting and grouting using non-shrinking compound with cement in 1:2 CM the masonry joints with RCC using gravity flow , joints grouted by pressing square crushed stonesecond coat to be 8 mm thick in cement sand mortar of mix ratio CM 1:3 (1 cement : 3 sand) , finished sand face or as required to receive specified architectural external finish to correct line, plumb and level to external faces of walls, sofits/ceiling if any, including hacking concrete surfaces ,groove ,patta etcas per Architecht ,s design, curing the same for 14 days, racking out junctions of masonry and concrete, independent double legged scaffolding etc.(All external Surfaces)

Providing and applying double coat Ready mix plaster minimum average 20 mm thick ,first coat to be Avg.12 mm thick cement sand mortar of mix ratio CM 1:4 (1 cement : 4 sand) adding 2% approved Water proofing compound curing the same for not less than 2 days to receive the 2nd cpoat palster , Including providing and mixing Polypropylene fibers of approved make as per instruction of the approved manufacturer in cement in 1st coat of plastering with providing and applying approved chemical bonding agent and applying a scratch coat over concrete surfaces by bonding / adhesive chemical coat as directed by approved manufacturer to create a key before 1st coat of plastering, including Providing and fixing chicken mesh jali (24gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leadsand lifts etc. complete. 1

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 21 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

TOTAL OF PART - E FOR PLASTERING WORK 0.00

6 PART -F FLOORING WORK6.1

sqm 44.00 0.00

6.2

sqm 7.00 0.00

50 mm wide to junctions of concrete and masonry, electrical conduiting and grouting using non-shrinking compound with cement in 1:2 CM the masonry joints with RCC using gravity flow , joints grouted by pressing square crushed stonesecond coat to be 8 mm thick in cement sand mortar of mix ratio CM 1:3 (1 cement : 3 sand) , finished sand face or as required to receive specified architectural external finish to correct line, plumb and level to external faces of walls, sofits/ceiling if any, including hacking concrete surfaces ,groove ,patta etcas per Architecht ,s design, curing the same for 14 days, racking out junctions of masonry and concrete, independent double legged scaffolding etc.Item also include plastering to window sills, RCC cornices, making wattas, drip-moulds, pattas, grooves etc., doing curing for 14 days, cleaning, etc. all complete to the approval of the ARCHITECT/CLIENT. to All external Surfaces

Providing and laying approved 18 mm thick machine cut, mirror polished, Italian Marble stone flooring laid in required design (Simple geometrical, abstract etc.) and in required pattern in linear portion of the building all completeas per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.(Location Entrance lobby) (Basic Rate 3500 per SQM)

Providing and fixing of approved 18 mm thick machine cut, mirror polished, Italian Marble stone Dado laid in required design (Simple geometrical, abstract etc.) and in required pattern in linear portion of the building all completeas per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.(Location Entrance lobby) (Basic Rate 3500 per SQM)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 22 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.3 Rmt 55.00 0.00

6.4

Rmt 90.67 0.00

6.5

sqm 55.00 0.00

Providing and fixing about 300 mm wide of approved 18 mm thick machine cut, mirror polished, Italian Marble stone Dado laid in required design (Simple geometrical, abstract etc.) and in required pattern in linear portion of the building all completeas per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shadeincluding rubbing, curing and polishing etc. all complete as specified andas directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stoneslab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc.(Location Entrance lobby) (Basic Rate 3500 per SQM)

Providing and fixing about 150 mm wide of approved 18 mm thick machine cut, mirror polished, Italian Marble stone Dado laid in required design (Simple geometrical, abstract etc.) and in required pattern in linear portion of the building all completeas per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shadeincluding rubbing, curing and polishing etc. all complete as specified andas directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stoneslab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc.(Location Entrance lobby) (Basic Rate 3500 per SQM)

Providing and laying flamed finish 18 mm thick approved Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete 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 coarsesand) laid and jointed with cement slurry and pointing with white cementslurry admixed with pigment of matching shade including rubbing, curingand polishing etc. all complete as specified and as directed mirror polishing all complete at all heights and leads to the satisfaction of the ARCHITECT/CLIENT(Location Staircase up to first floor) (Basic Rate Rs. 2300 per Sq m)

a. Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent.(Location : Staircase up to 1st floor ) (Basic Rate Rs.2300 per Sq m)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 23 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.6

Rmt 60.00 0.00

6.7

Rmt 23.00 0.00

Providing and fixing skirting of 18 mm thick approved flamed finish Granite stone 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 coarsesand) laid and jointed with cement slurry and pointing with white cementslurry admixed with pigment of matching shade including rubbing, curingand polishing etc. all complete as specified and as directed mirror polishing all complete at all heights and leads to the satisfaction of the ARCHITECT/CLIENT(Location Staircase up to first floor) (Basic Rate Rs. 2300 per Sq m)

a. Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent. (Location : Staircase up to 1st floor ) (Basic Rate Rs.2300 per Sq m)

Do- as per Item No. 6.6 but using 18mm thick approved machine polished Granite stone, skirting about 100mm high in perpendicular from top of nosing in inclined profile parallel to the stair waist slab as detailed in drawing or as directed by the ARCHITECT/CLIENT, skirting covering three steps to be single piece stone etc. all complete at all heights with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarsesand) laid and jointed with cement slurry and pointing with white cementslurry admixed with pigment of matching shade including rubbing, curingand polishing etc. all complete as specified and as directed mirror polishing all complete at all heights and leads to the satisfaction of the ARCHITECT/CLIENT(Location Staircase up to first floor) (Basic Rate Rs. 2300 per Sq m)

a. Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent. (Location : Staircase up to 1st floor ) (Basic Rate Rs.2300 per Sq m)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 24 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.8

Rmt 60.00 0.00

6.9

Rmt 60.00 0.00

Providing and fixing about 300mm wide treads approved flamed finish Granite stone 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 coarsesand) laid and jointed with cement slurry and pointing with white cementslurry admixed with pigment of matching shade including rubbing, curingand polishing etc. all complete as specified and as directed mirror polishing all complete at all heights and leads to the satisfaction of the ARCHITECT/CLIENT(Location Staircase up to first floor) (Basic Rate Rs. 2300 per Sq m)

a. Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent.

Providing and fixing about 150mm wide approved 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 coarsesand) laid and jointed with cement slurry and pointing with white cementslurry admixed with pigment of matching shade including rubbing, curingand polishing etc. all complete as specified and as directed mirror polishing all complete at all heights and leads to the satisfaction of the ARCHITECT/CLIENT(Location Staircase up to first floor) (Basic Rate Rs. 2300 per Sq m)

a. Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent.

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Civil Works Tender 05/08/2023 25 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.10

Black Granite of any shade6.10.1 Area of slab over 0.50 sqm Rmt 135.00 0.00

6.11

Rmt 491.00 0.00

c) 38 mm thick 650 mm wide one side polished Cudappa under granite.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premouldedand prepolished, machine cut forpolished Black Granite stone of approved quality wash basin counter top about 600mm wide fixed and bedded over 40mm thick cuddappa stone and about 100mm wide mirror polished Granite fascia all as detailed in drawing. Stones for fascia fixed with epoxy adhesive; exposed faces / edges, rounded / chamfered, mirror polished etc. complete to the approval of the ARCHITECT/CLIENT. All junctions shall be sealed with silicon sealant. Further to include required drilling, cutting of holes, SS pins, anchors, clamps, finishing junctions with plaster etc. complete as directed by the ARCHITECT/CLIENT to his entire satisfaction. (Basic Rate Rs 2300 per Sq m) -Location -Common Wash basin

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, colourand 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 edgesto give high gloss finish etc. complete at all levels.Kitchen / Pantry platform as per Architectural drawing; out of

a) 19 mm thick 650 mm wide mirror pre-polished approved Granite stone exposed faces / edges rounded and mirror polished. (Top of the counter) (Basic Rate Rs.2300 per Sq m)

b) 19 mm thick 75 mm wide Granite fascia exposed edges mirror polished and moulded as detailed.

d)19 mm thick 650 mm wide Marble sandwiched vertical partition both exposed faces and edge polished.e) 19 mm thick 650 mm wide one side polished Marble stone for shelf at middle level and bottom.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 26 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.12

Granite of any colour and shadeArea of slab upto 0.50 sqm sqm 2192.00 0.00

6.13

6.13.1sqm 9.00 0.00

6.14 Vitrified Tile flooring

Marble stones shall be anchored and grouted with stainless steel pins, clamps and anchor fasteners into concrete and wall, Marble stone at bed shall be bedded in cement sand mortar (1:4) with required cement punning, fascia shall be fixed with epoxy resin work shall include require drilling of hole, making notches, grooves, grouting with epoxy and cement finishing, curing all complete as per detail drawing of Architect and as per instruction from ARCHITECT/CLIENT from time to time. Further work shall include required cutting in granite to receive stainless steel sink polishing of cut edges to the approval of ARCHITECT/CLIENT. All joints with masonry stone work and stainless steel sink shall be sealed with silicon sealant.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premouldedand prepolished, machine cut for, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels including fixing with approved tile adhesive (Bal or Laticrete), pointing, curing, cleaning, polishing etc. complete to the approval of the ARCHITECT/CLIENT.(Window ,door,opening subframe) (Basic Rate 2300 per sqm)

Providing and fixing machine cut, mirror / eggshell polished , Marble stonework for wall lining (veneer work) including dado, skirting, risers of stepsetc., in required design and pattern wherever required, stones of differentfinished surface texture, on 12 mm (average) thick cement mortar 1:3 (1cement : 3 oarse sand) laid and jointed with white cement slurry @ 3.3kg/sqm including pointing with white cement slurry admixed with pigmentof matching shade, including rubbing, curing, polishing etc. all completeas per Architectural drawings, and as directed by the Engineer-in-Charge.

18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red,or Dark Emperadore etc. (Location Ground floor lift (Basic rate Rs 4000 per SQM)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 27 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.14.1 Sqm 4029.00 0.00

6.14.2 Sqm 3761.00 0.00

6.15 Ceramic Tile flooring

6.15.1 300mm x 300mm size (Location: Toilet) (Basic Rate 450 Rs per Sq m) Sqm 710.00 0.00

6.15.2 300mm x 300mm size (Location: Deck) (Basic Rate 450 Rs per Sq m) Sqm 1326.00 0.00Anti Skid Ceramic Tile flooring and skirting

6.15.3Sqm 486.00 0.00

6.16 Vitrified TileSkirting

Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622, of approved make, in all colours and shades,laid on Avg. 38mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including preparing the surface for bedding, spreading neat cement slurry by using minimum cement about 2 kg/Sqm over cleaned surface and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed, joints to be cleaned and grouted with matching colour approved quality readymade grout, curing, cleaning, to required line, level, all complete at all leads, lifts and heights to the entire satisfaction of the ARCHITECT/CLIENT. grouting the joints with white cement and matching pigments etc.,complete.

600mm x 600mm size (Location: Living cum dining room, Passage, Kitchen) (Basic Rate 650 Rs per Sq m)

600mm x 600mm size (Location: Bed room & Study room) (Basic Rate 650 Rs per Sq m)

Providing and fixing approved quality, colour, design and shade 1st quality of approved make in all colours, shades, Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) (Confirming to IS : 15622) flooring in pattern, as shown in drawing or as directed by the ARCHITECT/CLIENT. laid on 38 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jali plaster ,and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed including pointing the joints with white cement and matching pigment etc, complete.approved readymade grout and cured, cleaned, junctions with plaster finished smooth, etc. all complete at all leads, lifts and heights to the satisfaction of the ARCHITECT/CLIENT.

-Do as per above Item No. 6.15 but for Anti-skid ceramic tile in flooring and in skirting : Location: Deck, FB & Utility ,refuge area (Basic Rate 450 Rs per Sq m)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 28 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.16.1Sqm 251.00 0.00

6.16.2Sqm 400.00 0.00

6.17 Anti Skid Vitrified Tile flooring-Do as per above Item No. 6.14 but for Anti-skid vitrified tile flooring

6.17.1 600mm x 600mm size (Location: Lobby area ) (Basic Rate 650 Rs per Sq m) Sqm 2461.00 0.00###

###

6.17.2 600mm x 600mm size (Location: Refuge area) (Basic Rate 650 Rs per Sq m) Sqm 590.00 0.00###

Anti Skid Vitrified Tile Skirting ###

-Do as per above Item No. 6.14 but for Anti-skid vitrified tile Skirting

6.17.3 600mm x 600mm size (Location: Lobby area) (Basic Rate 650 Rs per Sq m) Sqm 130.00 0.00

6.17.4 600mm x 600mm size (Location: Refuge area) (Basic Rate 650 Rs per Sq m) Sqm 26.00 0.00

6.18 Ceramic Glazed Tile in Dado ###

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over Avg.38mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed, including grouting the joint with white cement &matching pigments etc. complete.

Size of Tile 600x600 mm,Location: Living cum dining room, Passage, Kitchen (Basic Rate 650 Rs per Sq m)

Size of Tile 600x600 mm,Location: Bed room & Study room (Basic Rate 650 Rs per Sq m)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 29 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

###

6.18.1 300mm x 450mm size (Location : Toilet) (Basic Rate 450 Rs per Sq m) Sqm 3651.00 0.00###

###

6.18.2 300mm x 450mm size (Location : Kitchen) (Basic Rate 450 Rs per Sq m) Sqm 2177.00 0.00######

6.19

###

25 mm thick Sqm 551.00 0.00

Providing and fixing approved quality, colour, design and shade 1st quality of approved make in all colours, shades, Ceramic glazed wall tiles of size 300x450 mm or more (thickness to be specified by the manufacturer) (Confirming to IS : 15622) in dado in pattern as shown in drawing or as directed by the ARCHITECT/CLIENT. laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand),and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed including pointing the joints with white cement and matching pigment etc, complete.approved readymade grout and cured, cleaned, junctions with plaster finished smooth, etc. all complete at all leads, lifts and heights to the satisfaction of the ARCHITECT/CLIENT.

Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) in pattern and size as detailed in drawing or as directed by the ARCHITECT/CLIENT. spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement about 4.5 kg/sqm over bedding, joints to be cleaned and grouted with matching colour approved quality readymade grout, curing, cleaning, etc. to required line, level, etc. all complete at all heights and leads to the entire satisfaction of the ARCHITECT/CLIENT. (Location : Staircase from First to Terrace floor ) (Basic Rate 500 Rs per Sq m)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 30 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.20

sqm 51.00 0.00

6.21

Sqm 42.00 0.00

6.22

25 mm thick Sqm 316.00 0.00

Providing and fixing about 100mm high Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing completeon back to correct line, level and plumb. Joints are well cleaned grouted with matching colour readymade approved quality grout, curing, cleaned and where specified or shown in drawing exposed edge of stone rounded / chamfered and polished etc. complete to the entire satisfaction of the ARCHITECT/CLIENT. (Location : Staircase from First to Terrace floor ) (Basic Rate 850 Rs per Sq m)

-Do- as per Item No. 6.20 but using 19mm thick machine polished Kota stone, skirting about 100mm high in perpendicular from top of nosing in inclined profile parallel to the stair waist slab as detailed in drawing or as directed by the ARCHITECT/CLIENT, skirting covering three steps to be single piece stone etc. all complete at all heights and leads to entire satisfaction of the ARCHITECT/CLIENT. (Location : Staircase from First to Terrace floor ) (Basic Rate 850 Rs per Sq m)

Providing and fixing about about 300mm wide Kota stone slabs steps,laid on 20 mm (average) thick cement mortar 1:4 (1 cement: 4 coarsesand) and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing completeon back to correct line, level and plumb. Joints are well cleaned grouted with matching colour readymade approved quality grout, curing, cleaned and where specified or shown in drawing exposed edge of stone rounded / chamfered and polished etc. complete to the entire satisfaction of the ARCHITECT/CLIENT. (Location : Staircase from First to Terrace floor ) (Basic Rate 850 Rs per Sq m)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 31 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.23

sqm 167.00 0.00

6.24

Sqm 7055.00 0.00

6.25

Sqm 575.00 0.00

Providing and fixing about 20 mm thick about 158mm High Kota stone riser laid on 20 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and spreading neat cement paste using minimum cement about 4.5 kg/Sqm over cement mortar bed and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing completeon back to correct line, level and plumb. Joints are well cleaned grouted with matching colour readymade approved quality grout, curing, cleaned and where specified or shown in drawing exposed edge of stone rounded / chamfered and polished etc. complete to the entire satisfaction of the ARCHITECT/CLIENT. (Location : Staircase from First to Terrace floor ) (Basic Rate 850 Rs per Sq m)

Providing ready mix concrete by design mix and laying of thickness 50mm to 150 mm vacuum dewatered (Tremix) concrete of grade M 20 of trap metal for plain cement concrete as per detail drawings including dewatering, steel form work, compaction using double beam surface vibrator , panels as specified and as per recommendation from manufacturer , power floating and broom finishing or finishing smooth using tremix floated with power trowelled, Further including applying of non-skid epoxy colour hardener of approved make as per direction of approved manufacturer. cutting concrete for groove at suitable interval at 3.5 to 4mm distance using mechanical saw as expansion joint about 1/3rd depth of concrete and 25mm wide, filling grooves with approved bitumen or polysulphide based sealant of approved required sizes, cleaning, curing for 7 to 10 days of tremix surface etc. all complete to the entire satisfaction of the ARCHITECT/CLIENT. (Location : Parking area)

50mm to 150 mm thick vacuum dewatered (Tremix) concrete of grade M 20 with Metallic colour Hardener of approved make.

Providing and laying 60mm thick mat finish paver block factory made cement concrete interlocking Glossy paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in 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.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 32 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

6.26

Sqm 296.00 0.00

6.27

Rmt 84.00 0.00

TOTAL OF PART -F FOR FLOORING WORK 0.00

7

7.1 Wood work

7.1.1 150mm x 75mm size cum 7.00 0.00

7.1.2 125mm x 50mm size cum 11.00 0.00

Providing ready mix concrete with design mix and laying stamp concrete of thickness between 75mm to 100 mm of grade M 20 of trap metal for plain cement concrete , Stamp concrete work involve mechanical means like floating ,cage rolling and levelling by bull float , as per detail drawings ,steel form work, compaction using double beam surface vibrator , panels as specified and as per recommendation from manufacturer, levelled concrete be coloured using colour hardener of approved make after just start of hydation,hardener to be compacted using trowel and reapeted after ensuring colouring of the surfaces.coloured concrete surfaces and stamping mats are thus readied for dozing podered release agent. Then stamps are laid of approved pattern and sequence and tamped using tamping tool to get the right pattern.The detailing of the pattern shall be done using appropriate pattern tools.The surface shall be allowed to dry for 12 hours.cutting concrete for groove at suitable interval at 3.5 to 4mm distance using mechanical saw as expansion joint about 1/3rd depth of concrete and 25mm wide, filling grooves with approved bitumen or polysulphide based sealant of approved required sizesThe next day dry surface shall be pressure washed to remove the releasing agent. The surface shall be washed using washing agent and allowed for curing for 7 to 10 days.. (Location : Ramp area)

Providing and fixing wash basin counter with 16mm thick machine cut, mirror polished approved Composite (Reconstituted / Aglomerate) Granite (Rover or equivalent approved) (Basic Rate : Rs.3300/- per Sqm) (fixed as instructed by Manufacturer) about 600 mm wide fixed over 38mm thick Cudduppa stone, 75mm high granite fascia, fixed with required supports, pins, clamps, GI brackets if any, grouted in wall, including cutting and finishing smooth and mirror polishing Cudduppa and Granite for wash basin, required sealing with silicone sealant etc. all complete as detailed in drawing or as directed by the EIC to his entire satisfaction. (Location : Toilets)

PART -G FOR FLUSH DOOR SHUTTER, WARDROBE ,MODULAR KITCHEN,MS FIRE DOOR.

Providing CP teak wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 33 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

7.1.3

each 3086.00 0.00

7.2 Flush Door Shutter 40mm thick

7.2.1 Sqm 210.00 0.00

Ironmongeries for shuttera) S.S Hinges 102mm x 76mm x 3mm - 3 Nos.b) rim latch lockc) 200mm long S.S Tower bolts with 10mm dia bolt - 1 No.d) PVC buffer for doors 4'' long1 NO.e) 4mm Thick S.S Safety chain-1 No.f) S.S Peep hole with lens (Door eye) -1 No.g) S.S 200mm long x 22mm dia H type pull handles - 2 Nos.h) SS 300mm long aldrop (sliding door bolt)

7.2.2 Sqm 210.00 0.00

a) S.S Hinges 102mm x 76mm x 3mm - 3 Nos.b) Rim latch lockc) 200mm long S.S Tower bolts with 10mm dia bolt - 1 No.d) S.S 300 mm long x 19mm dia H type pull handles - 2 Nos.e) Brass Rubber Door Stopper - 1 No.f)PVC buffer for doors up to 4" long-1 NO.

7.3 Flush Door Shutter 38mm thick

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to framewith 10 mm diameter bolts, nuts and wooden plugs and embedding incement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size).

Providing and fixing factory made 40mm thick solid core flush shutters conforming to IS 2202 Part I, hot pressed using exterior quality synthetic adhesive; internally lipped, with 1mm thick laminatie on both side etc. as manufactured by approved, further shutters to be beaded on edges by 40mm x 6 mm thick teak wood beading using exterior quality synthetic adhesive and headless nails (Beading Kiln seasoned, antitermite treated), includning painting with approved primer and synthetic enamel in approved shade and make, complete with ironmongery (of approved make) as listed for each.

Door D1, Single leaf, structural,opening size - 1200mm x 2225mm (Location : Main Entrance Door to flats)

Safety door with a SS grilled opening of 1200mm x 200mm (9mm dia SS rod @50mm c/c)- Location -Main door

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 34 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

7.3

7.3.1 Single leaf, structural opening size - 900mm x 2225mm (Location : Bed Room Door) Sqm 553.00 0.00

Ironmongery:a) S.S Hinges 102mm x 76mm x 3mm - 3 Nos.b) Mortise lock with handlec) 200mm long S.S Tower bolts with 10mm dia bolt - 1 No.d) S S Magnet catcher (90mm)-1 NO.e) Brass Rubber Door Stopper - 1 No.f)PVC buffer for doors 2'' long-1 NO.

7.3.2 Single leaf, Structural opening size - 750mm x 2150mm (Location: Service Duct) Sqm 174.00 0.00

Ironmongery:a) S.S Hinges 102mm x 76mm x 3mm - 3 Nos.b) S.S allen key (handle) lock c) S.S 100mm long x 19mm dia D type pull handles - 2 Nos.

7.3.3 Single leaf, Structural opening size - 750mm x 2150mm (Location: W.C Door) Sqm 348.00 0.00

Ironmongery:a) S.S Hinges 76mm x 64mm x 2.5mm - 3 Nos.b) S.S Baby latches - 1 Nos.d) Tubular Lock with out key-1No.e)PVC buffer for doors 2'' long-1 NO.

7.4 MS Shutter

Providing and fixing factory made 35mm thick solid core flush shutters conforming to IS 2202 Part I, hot pressed using exterior quality synthetic adhesive; internally lipped, with 1mm thick laminatie on both side etc. as manufactured by approved, further shutters to be beaded on edges by 35mm x 6 mm thick teak wood beading using exterior quality synthetic adhesive and headless nails (Beading Kiln seasoned, antitermite treated), includning painting with approved primer and synthetic enamel in approved shade and make, complete with ironmongery (of approved make) as listed for each.

Providing and fixing Fire and Electrical duct MS shutter fabricated of 14 gauge M.S.sheet / 2mm thick anodised aluminium sheet with glass-fronted single-door of size 1625 mm(H) x 700mm(W) min and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer and two coats of oil Paint .(Location all Electric Duct+Fire Duct)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 35 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

7.4.1 Sqm 52.00 0.00

7.4.2Sqm 12.00 0.00

7.4.3Sqm 1.00 0.00

7.5 Fire door shutter to Staircase

7.5.1 Sqm 118.00 0.00

Ironmongery:a) S.S Hinges 102mm x 76mm x 3mm - 4 Nos.b) S.S. Panic Bar (Push type) c)Panic Exit Device d) S.S. Door closer with standard armf) Vision panel of size 200mm x 300mm with 6mm thick fire rated glass

7.6 Wardrobe

Using M.S. angels 40x40x6 mm for diagonal braces (Fire Duct+Electric Duct+Electric Panel room)Extra over 7.3.4 for providing Vision panels of 250*850mm in Clear float glass 6 mm thick of Approved make ,including cutting and fixing in Channels as required all fittings etc.

Extra over 7.3.4 for providing louver in MS flats or in clear float glass of 6mm thick of Approved make ,including cutting and making provision in MS shutter etc completye.

Providing, supplying and fixing 2 hours fire rated door with pressed metal frame 125mm x 60mm size out of hot dip galvanized mild steel sheet of 1.6mm thickness including required angle threshold of hot dip galvanized mild steel angle of section 35 x 35mm, or base ties of 1.25mm pressed hot dip galvanized mild steel welded or rigidly fixed together by mechanical means, Frames shall be fixed with 3 nos. G.I. holdfast 200 x 30 x 3 mm with split end on either side and well grouted with cement concrete mix 1:2:4; adjustable lugs with split end tail to each jamb, including stainless steel butt hinges strengthened with SS pins, lock strike-plate, shock absorbers as specified and 46 mm thick single leaf shutter made out of minimum 1.25 mm thick galvanised sheet insulated with mineral wool for required fire rating with ironmongery as given / approved having fire rating and tested as per latest IS specification IS 3614.

Further include priming with Zinc-Phosphate Stoving Primer and finishing with Polyurethane Aliphatic grade paint in approved shade and colour complete as per drawing to the entire satisfaction of the ARCHITECT/CLIENT.

Single leaf, Structural opening size - 1200mm x 2225mm (Location: Staircase Door)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 36 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

a) 2400 x 600 x 2150 for both the Bedrooms. Sqm 1003.00 0.00

7.7 FOR MODULAR KITCHEN

Nos 108.00 0.00

8

8.1 Aluminium Window

Providing and fixing in position full height storage of different size and depth using plywood of 19mm thickness for horizontal and 12mm thickmess for vertical finished with 1mm thick laminates on all sides as per detailed in drawing .The storage units shall be provided with handles (Stainless Steel finish), modular hinges and locking arrangement as per approval of the Project Consultant / Bank of India. All exposed plywood surfaces to be finished with 1mm thick laminate of approved make and shade all exposed edges of plywood to have 1” X ¼” T.W. lipping. All exposed T.W. sections to be melamined in matching colour laminate and internal surfaces to have 1 mm thick laminate finish as directed. Item to include all necessary hardware and fittings in Stainless Steel finish, Godrej multipurpose locks to all drawers & doors including magnetic ball catcher etc. complete in all respects.

Providing & fixing of under counter storage & over head storage using 19mm thk marine plywood 1mm thk plain laminate finish from inside & 1.5 mm thk decorative laminate from out side. 304 grade s.s basket to be used for the drawers with all necessary hardwares as per design. this also consist of 10mm thk toughened glass shelves on d-bracket inside with all necessary hardwares as per design & detail as instructed by architect/client. it should be as per detailed in drawing.

ALUMINIUM WINDOW AND METAL WORKS (SS ,MS railing,MS Ladder and MS grill)

Providing, fabricating and fixing in position aluminium joinery with 50 micron Powder coating of off white colour in windows and ventilators including glazing as detailed; sections extruded and shall conform to IS 733 alloy HE9-WP; extruded sections shall be designed so as to receive weather strips, anti-rattling pads, glazing beads, and other fittings and fixtures, joinery with welding shall be preferred but factory-made mechanical junctions with concealed fixing and sealing with sealant may be permitted by ARCHITECT/CLIENT on submission of samples. All items receiving fittings and fixtures shall be strengthened and lapped as required.(Thickness of section between 1.5 to 2mm - Maximum thick as per availablilty in the Jindal Series , however Minimum thickness shall not be less than 1.5mm)

All sections shall be of series 25*50mm for windows and doors of Jindal or equivalent approved make as per .Sections from detailed drawings

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 37 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

- All fixing shall be concealed- EPDM / Neoprene purpose made beading shall be provided.- Fixing shall be with SS screws.- All beading shall be snap on type.- Glazing beading shall be from inside only.

Casement Windows- Hinges shall be strong and with Stainless Steel pin and washers.- Two way locking arrangement.- Handles shall be strong / durable and finished as of aluminum. - In fixed glazed, extruded snap-on type beading shall be provided.- Friction stay or as approved shall be used of Stainless Steel.Sliding Windows.- Bottom rail shall be with as per sectional detail drawings- Stainless steel ball bearings rollers.- Concealed locking arrangement. - Concealed tower bolts.

- Supply and fixing of aluminium work shall be carried out from approved agency.

- Glazing shall be as noted for each unit in drawing.

8.1.1 Sqm 373.00 0.00

8.1.2 Sqm 251.00 0.00

- Glass shall be 5mm thick clear float for all windows & doors upto 10th floor level and 6mm thick clear float for all doors & windows at 11th floor and above, of approved quality.All sliding window to all locations)

- All fitting and fixtures such as lever locks, handles, hinges, concealed tower bolts, etc. shall be suited to sections and be of approved make. They shall be finished in matching coating or as approved.

- Prior to start of work supplier shall submit detailed full scale shop drawings including plan, elevation and detail of fixing with structure for approval of the ARCHITECT/CLIENT. Samples of each item on full scale or smaller scale as directed by the ARCHITECT/CLIENT shall be submitted for approval.

- Work shall proceed only on approval of shop drawing, samples of each extruded section, neoprene beading, gaskets, wool pile, fittings and fixtures by the ARCHITECT/CLIENT in writing.

Three track sliding door with one track of Aluminum net (Size 14x14x0.38)(Location- Study room)

Three track sliding windows with one track of Aluminum net (Size 14x14x0.38)(Living/Dinning,2nd bed room)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 38 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

8.1.3 Two track sliding windows- location Staircase Sqm 117.00 0.00

8.1.4 Fixed windows with exhaust fan provison opening (location Kitchen & toilet) Sqm 78.00 0.00

8.1.5 Louvers ventilators Sqm 91.00 0.00

8.1.6Sqm 1811.00 0.00

8.1.7 Three track sliding windows- location Staircase lobby & Lift Lobby Sqm 606.00 0.00

8.2 SS railing8.2.1

Kgs 15493.00 0.00

8.3 MS Railing,MS Ladder and MS grill8.3.1

Kg 1899.00 0.00

Four track sliding doors with one track of Aluminum net (Size 14x14x0.38)(Living/Master Bed/2nd Bed room,Kitchen )

Providing, fabricating and fixing 1050 mm high railing fabricated out of 40mm dia SS pipe as top rail, 25mm dia SS pipe as vertical support spaced at 100mm c/c. with 50mm dia x 4 mm thick base plate for fixing with RCC pardi. Work includes preparing shop drawings to scale with joinery and fixing details and further includes providing samples and preparing full scale mockup samples for approval. As per site measurement correction to dimention with approval of the ARCHITECT/CLIENT shall be made.. (At Balocny area)

Providing, fabricating and fixing Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position using structural steel etc. as required. including cement concrete 1:2:4 block of required size, welding, priming with zinc rich primer, two under coats and one finished coat of synthetic enamel paint painting etc. complete as directed.

Providing, fabricating and fixing 450mm high railing, fabricated out of MS hollow sections, top rail to be 50 mm dia x 7mm guage MS pipe and verticals of 8mm x 40 mm MS flat spaced not more than at 450 mm c/c fixed with 75mm dia x 4mm thick MS base plate to RCC pardi and well grouted within concrete curbs / walls with hold fasts; 2 equally spaced horizontal rows of 20 mm dia pipe shall be provided. Include providing pockets in curbs, cutting holes in masonry and grouting with hold fasts and finishing the same to match the surroundings. Further include applying anti corrosive coating and epoxy primer, two under coats and one finish coat of synthetic enamel paint in approved colour and shade. (For Staircase)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 39 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

8.3.2

Kg 281.00 0.00

8.3.3

Kgs 901.00 0.00

8.3.4

Fixed to openings /wooden frames with rawl plugs screws etc kg 660.00 0.00

0.00

9 PART -H FOR FALSE CEILING WORK9.1

Sqm 1754.00 0.00

TOTAL OF PART -H FOR FALSE CEILING WORK 0.00

10 PART - I FOR PAINTING WORK

Providing, fabricating and fixing 70 cm wide M.S. ladder, made of 40 x 40 x 5 mm angles ,40 x5 mm M S flats at top , Centre & verticals at 1m C/C and 16mm dia. M.S. bars for steps, welded to angles at 30 cm C/C including cement concrete 1:2:4 block of required size, welding, priming with zinc rich primer, two under coats and one finished coat of synthetic enamel paint painting etc. complete as directed.

Providing, fabricating and fixing 70 cm wide M.S. ladder, made of 40 x 40 x 5 mm angles ,Chequered plat for Steps & riser and at Floor landing 40 x5 mm M S flats at top , Centre & verticals at 1m C/C and 16mm dia. M.S. bars for steps, welded to angles at 30 cm C/C including cement concrete 1:2:4 block of required size, welding, priming with zinc rich primer, two under coats and one finished coat of synthetic enamel paint painting etc. complete as directed.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

TOTAL OF PART -G FOR FLUSH DOOR SHUTTER, WARDROBE ,MODULAR KITCHEN,MS FIRE DOOR. ALUMINIUM WINDOW AND METAL WORKS FOR TENDER ITEM NO. 7 AND 8

Providing and fixing 12.5 mm Gypboard plain or coffered false ceiling including GI suspension system, edging angles including cutting and making arrangement with required reinforcement, to fix light fillings, AC grills, access services doors/panel required double legged scaffolding / staging, finishing joints smooth to correct line and level complete with one coat of primer, two under coats and one finishing coat of acrylic latex smooth finish paint all as approved reflected false ceiling layout to approval and satisfaction of the ARCHITECT/CLIENT.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 40 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

10.1

10.1.1 To internal walls Sqm 30095.00 0.00

10.1.2 To Ceiling Sqm 13700.00 0.00

10.2

Sqm 3578.00 0.00

10.3

Sqm 48926.00 0.00

Providing and applying plastic emulsion paint of approved make and colour conforming to IS in three coats including preparing surfaces, filling up with gypsum or slacked hydrated lime mixed with PVA binder, cleaning and making surface dust-free, applying a sealer or primer coat of paint as recommended by approved paint manufacturer, applying three coats of paint (of approved manufacturer and shade), required scaffolding, cleaning and protecting till the handing over of site to the employer all complete to the entire satisfaction of the ARCHITECT/CLIENT Primer : ICI Acrylic ,Asian/Berger/Nerolac/Durolac,V ; Interior Paint : Dulux Super Cover White or equivalent viz Asian/Berger/Nerolac/Durolac

Providing and applying two coats of cement paint (surface and finish acceptable to the ARCHITECT/CLIENT must be achieved by the Contractor and any additional coats if required shall be at the cost of the Contractor) including preparing surfaces, required scaffolding etc. all complete at all leads and lifts to entire satisfaction of the ARCHITECT/CLIENT.(Location: Duct walls) Primer : ICI Acrylic exterior Primer ; Exterior Paint : Dulux Weathershiled Ultra Clean white/ or equivalent viz asian/Berger/Nerolac/Durolac

Providing and applying "Renovo" synthetic plaster or textured matt finish acrylic paintRuff-tuff or Equivalent by approved manufactured over two coat cement plaster, systemto be a) Onecoat 'Renovo ASP'/'Rough & Tough'/"Spectrum'/'Heritage' applied by trowelb) Two over coats applied by brush of Exterior Acrylic Emulsion of Apex Ultima or Equivalent .(surface and finish acceptable to the ARCHITECT/CLIENT must be achieved by thecontractor and any additional coats if required shall be at the cost of the contractor) asper manufacturers specification and technical manual including required cleaning of thesurfaces, curing, required scaffolding / staging / temporary hoisting etc. complete to theentire satisfaction of the ARCHITECT/CLIENT.(To External Surfaces) Work to becarried out as per manufacturers specification, direction and approval in approvedcolour and shade. All work to be complete to EIC's approval. Texture Base Coat : Dulux Weather shield Tex rustic texture ; Exterior Paint : Dulux Weather shield Ultra Clean white/ equivalent from Asian or Berger

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 41 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

10.4

Sqm 3857.00 0.00

###

TOTAL OF APRT -I FOR PAINTING WORK 0.00######

11 PART -J FOR WATERPROOFING WORK ###

11.1

Sqm 630.00 0.00###

11.2 Terrace

Providing and applying Three coats over one coat of Primer to be applied by brush of Exterior Acrylic Emulsion of Apex Ultima or Equivalent viz Dulux /asian/Berger/Nerolac/Durolac . (surface and finish acceptable to the ARCHITECT/CLIENT must be achieved by thecontractor and any additional coats if required shall be at the cost of the contractor) asper manufacturers specification and technical manual including required cleaning of thesurfaces, curing, required scaffolding / staging / temporary hoisting etc. complete to theentire satisfaction of the ARCHITECT/CLIENT.(To External Surfaces) Work to becarried out as per manufacturers specification, direction and approval in approvedcolour and shade. All work to be complete to EIC's approval..(To External Surfaces)

Supplying and installing waterproofing treatment for “Raft Slab & Retaining Wall” by using “PREPRUFE100S” or quivalent, a 1.2mm thick fully bonded HDPE sheet membrane on the Raft slab. Membrane shall be installed in strict accordance with the manufacturer’s instructions and shall provide an intimate bond to resist water migration. The fully bonded HDPE sheet membrane shall consist of a multi layer composite film which consists of highly resilient HDPE film, self adhesive polymer layer and a trafficable particulate layer. The fully bonded HDPE sheet waterproofing membrane shall have following typical properties : 1) Colour- White 2) Hydrostatic Head Resistance at laps - 70 m head of water as per ASTM D5385; 3) Water migration Resistance: 70 m head of water as per ASTM D5385; 4) Elongation- 400% 5) Peel adhesion to concrete: >550N/m (ASTM D 903 Modified) 6) Low Temp Flexibility: -25°C, pass (ASTM D 1970) 7) Puncture Resistance - 800N (as per ASTM E154) "PREPRUFE 100S" shall be installed with standard 75mm selvedge laps, and end laps executed with GCP MS Fixer, applied as per manufacturer’s instructions. PREPRUFE 100S membrane shall be laid over the entire area and returned on to a vertical slab formwork. Hot applied materials or protective screed shall NOT be permitted. All systems to be installed as per manufacturer's recommendations, etc. complete with all lead and lift for all materials and labour and as directed by Engineer in-charge.Note: Block / Brick work / levelled surface to be done by the client.Measurement to

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 42 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

Sqm 1487.00 0.00

Sqm 1487.00 0.00

i) Providing and Applying waterproofing and filling for Terrace in following parts as per the specifications listed below and as approved by the engineer-in-charge with a guarantee of 10 years : The First part consist of all surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. The Second part consist of providing and applying Betec Flex S150 or equivalent Brush applied Cementitious elastomeric acrylic waterproof coating of in 2 coats to form minimum 1mm thick membrane. The Waterproofing System iscapable of forming a waterproof barrier around or inside the concrete, complete. Membrane should have following minimumproperties:i) Compressive strength - 10.8 N/mm2,ii) Toxicity - Non toxic iii) Elongation >150% (ASTM D412)iv) Adhesive strength 0.6 N/mm2 v) Tensile strength >1.3 N/mm2 (ASTM D412) vi) Flexural strength - 8.2 N/mm2vii) Abrasion resistance - 1.52 g/h.m² viii) Water vapour transmission - 1.02 g/h.m² shall be applied as per manufacture specification. OR The Second part consisting of Supplying and Applying Silcor 560 or equivalent , A high performance, low odour, one-part, fastcuring,high solids, polyurethane elastomer waterproof membrane over uniform surface of deck slab. Apply to a minimum total WFT(Wet Film Thickness) of 1.5mm to achieve the required minimum DFT of 1.2mm and should be pure polyurethane elastomer. It does not contain bitumen or tar and will not bleed or stain. Membrane should have following minimum properties:i) Solid % Vol: (91 ± 3) ii) Tensile Strength > 2.0 MPa (ASTM D412) iii) Elongation > 550% (ASTM D412)iv) Shore A Hardness - 60 ± 5 (ASTM D2240)v) Chemical Resistance - Excellent (ASTM C543)shall be applied as per manufacture specification.

ii) Filter Media/Separation layer: Over the cured final coat of Silcor 560, a 150 gsm non woven geotextile fabric OR 2 (Two) layers of 200 micron polyethylene builder’splastic shall be used as an isolation layer before laying final protective screed on horizontal surface.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 43 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

Sqm 1487.00 0.00

cum 111.00 0.00

Sq.m. 1487.00 0.00

Toilets / Sunken Portion

iii) The Third Part consisting of Providing and filling brick bat coba waterproofing treatment to specified areas viz terrace, canopies, chajjas, exposed slabs etc. The slab shall be laid over with well burnt brick bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with avg thickness if 110mm and minimum 50mm at rain over let (for easy flow of water/rain water) Finally the top surface of brick bat coba shall be laid over and joints finished with waterproofing layer with CM 1:4 and admixture finished smooth with cement slurry. Treatment shall be carried out upto 300 mm.over parapet etc. with vata as directed etc. complete.The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use. .Measurement to be taken only the plan area.The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use.

iv) Extra Thickness if required over 110 mm providing Brick bat coba filling in the sunken portion in CM 1:5 including approved make of waterproofing admixture as per the manufacturer's specification. (Sand shall be used for filling)

v) Providing and laying China Mosaic floor on top of waterproofing, including necessary cement grout in CM 1:3 in min with necessary slope, the selected multi colour chips shall be set and jointed in grey cement, curing, cleaning, as per detailed specification and all as directed at site finishing carefully etc. complete.Treatment shall be carried out upto 300 mm.over parapet etc. with vata as directed etc. complete.The treatment shall be tested for water tightness by impounding water for continuously for 7 days.Measurement to be taken only the plan area.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 44 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

11.3

Sqm 5986.00 0.00

Sqm 5986.00 0.00

i) The First part consist of all surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member shouldbe done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cementmortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage areashould mark for treatment.The Second part consist of providing and applying Betec Flex S150 or equivalent Brush applied Cementitious elastomeric acrylic waterproof coating of in 2 coats to form minimum 1mm thick membrane. The Waterproofing System iscapable of forming a waterproof barrier around or inside the concrete, complete. Membrane should have following minimumproperties:i) Compressive strength - 10.8 N/mm2 ii) Toxicity - Non toxic iii) Elongation >150% (ASTM D412) iv) Adhesive strength 0.6 N/mm2 v) Tensile strength >1.3 N/mm2 (ASTM D412) vi) Flexural strength - 8.2 N/mm2 vii) Abrasion resistance - 1.52 g/h.m²viii) Water vapour transmission - 1.02 g/h.m² shall be applied as per manufacture specification.horoughly.Measurement to be taken only the plan area.

OR The Second part consisting of Supplying and Applying Silcor 560 or equivalent , A high performance, low odour, one-part, fastcuring,high solids, polyurethane elastomer waterproof membrane over uniform surface of deck slab. Apply to a minimum total WFT(Wet Film Thickness) of 1.5mm to achieve the required minimum DFT of 1.2mm and should be pure polyurethane elastomer. It does not contain bitumen or tar and will not bleed or stain. Membrane should have following minimum properties:i) Solid % Vol: (91 ± 3) ii) Tensile Strength > 2.0 MPa (ASTM D412) iii) Elongation > 550% (ASTM D412)iv) Shore A Hardness - 60 ± 5 (ASTM D2240)v) Chemical Resistance - Excellent (ASTM C543)shall be applied as per manufacture specification.

ii) The Third Part consisting of providing and laying avg. 15-20 mm thick, CM 1:4 screed and adding conplast WL or equivalentwaterproofing compound and curing the same thoroughly. To be taken up to 300 mm above the floor level and measured.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 45 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

11.4

cum 393.00 0.00

11.5 OH Tank/UG Tank Sqm 2612.00 0.00

Sunken Portion:- Providing and laying brick bat waterproofing treatment to specified areas viz toilets, kitchen, wet areas etc. The slab shall be laid over with well burnt brick bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with minimum 50mm at outlet / nahni trap (for easy flow of water/rain water). Finally the top surface of brick bat coba shall be laid over and joints finished with 20mm waterproofing layer with CM 1:4 and admixture finished rough to receive further finishes. The treated surface after 12 to 15 hrs. shall be kept ponded for continuous period of 10 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned.

Providing and Applying waterproofing for OH Tank / UG Tank by following methods as per the specifications listed below with aminimum guarantee period of 10 years and Testing of treatment as per the requirements.

The First part consist of all surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member shouldbe done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cementmortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage areashould mark for treatment.

The Second part consisting of providing and applying Aquafin / Blue Dex / Vandex BB75 or equivalent waterproofing system of.in two coats @2kgs/sqm by trowelling as per manufacturer’s specifications. The 1st coat of Aquafin / BlueDex / Vandex BB75 shall be applied to the prepared surface. Whilst the 1st coat is still “green” a second coat comprising of Aquafin /Blue Dex / Vandex BB75. The slurry coatings shall be applied with a stiff masonary brush or stiff broom and worked into everyirregularity on the surface shall be done by means of trowelling or by spray only. Treatment to floor slabs shall be carried out by trowelapplication using a steel trowel into hardenced concrete slab surface including curing, cleaning etc complete.(Protection over the membrane not required for this system)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 46 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

11.6

Sqm 4034.00 0.00

Sqm 4034.00 0.00

cum 303.00 0.00

TOTAL OF PART -J FOR WATERPROOFING WORK 0.00

12 PART -K FOR MISCELENOUS WORK12.1 DEMOLITION WORK

Providing and Applying waterproofing and slope-making for Podium - Hardscape in two parts as per the specifications listed below and as approved by the engineer-in-charge with a guarantee of 10 years Terrace /Podium

The First part consist of all surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member shouldbe done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cementmortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage areashould mark for treatment. The Second part consisting of Supplying and Applying Silcor 560 or equivalent , A high performance, low odour, one-part,fastcuring,high solids, polyurethane elastomer waterproof membrane over uniform surface of deck slab. Apply to a minimum total WFT(Wet Film Thickness) of 1.5mm to achieve the required minimum DFT of 1.2mm and should be pure polyurethane elastomer. It does notcontain bitumen or tar and will not bleed or stain. Membrane should have following minimum properties:i) Solid % Vol: (91 ± 3)ii) Tensile Strength > 2.0 MPa (ASTM D412)iii) Elongation > 550% (ASTM D412)iv) Shore A Hardness - 60 ± 5 (ASTM D2240)v) Chemical Resistance - Excellent (ASTM C543)shall be applied as per manufacture specification.

Filter Media/Separation layer: Over the cured final coat of Silcor 560, a 150 gsm non woven geotextile fabric OR 2 (Two) layers of 200 micron polyethylene builder’splastic shall be used as an isolation layer before laying final protective screed on horizontal surface.

The Third Part consisting of the slope making part consists of providing and laying protective and slope making concrete screed ofaverage 75 mm using M20 grade concrete with minimum thickness of 50 mm at the rain water outlet and slope of 1:120, Making wattasat the junctions of horizontal and vertical surface to a float finish, well compacted, curing for 7 days etc. complete.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 47 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

12.1.1

a) Foundation, Slab, Beams and Columns

LUMPSum 1.00 0.00TOTAL OF PART K FOR MISCELLAEOUS WORK 0.00

13 PART - L FOR ROAD WORK

Note: All debris should be disposed on a approved dumping ground beyond the municipal approved limit.Dismantling and demolishing 4 Nos existing building C1-C-2,C-3,C-4 ground +3 storey building or part of it, inclusive of all fittings and fixtures and taking away to contractors godown, cleaning of debris upto place of disposal as approved by Local authurity & in fashion as directed or stored as directed by ARCHITECT/CLIENT, required strengthening and providing safety measures during demolition, providing temporary partitions, obtaining insurance for work and labour, accounting for required security checks, providing and maintaining required tools and tackle, coordinating with the architect, structural consultant and offices functioning around, etc. complete.

Breaking & removing RCC (Reinforced Cement Concrete) 4 Nos building (of G+3) Structure , including breaking concrete by chiseling, weding etc., cutting the reinforecement, stacking the serviceable materials and stacking the debris upto a distance of 50m meters or spreading complete.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 48 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

13.1 cum 865.00 0.00

13.2 cum 285.00 0.00

13.3 Sqm 2000.00 0.00

13.4 cum 124.00 0.00

Excavation in all kinds of soil including soft & hard rock / boulders (more than 1/2 Cu m in size) by chiselling, wedging, drilling etc (include obtaining permission of Govt. authority and paying fees/royalty if any). to required level for foundation, trenches, rafts, plinths, levelling area etc. to required depth from designated ground level; including disposing off excavated material with prior permission from Engineering incharge within site at approved location or outside plot at locations as designated by local authority & as per their rules/norms; if required bailing / pumping out of water to keep site dry at all times until completion of backfilling; shoring, strutting, stepping, dressing, grading, cleaning, removing and excavating loose pockets and consolidating them by backfilling as directed by the ARCHITECT/CLIENT etc. all complete as detailed in specification and conforming to safety rules of authority from time to time.and backfilling with excavated soil in layers each not exceeding 200mm in depth, breaking clods, watering, compacting each layer with vibratory compactor and at inaccessible places with wooden/steel rammers to achieve 95% proctor density at optimum moisture content; dressing up embankments; if required, while back filling; costs to includes conveyance of all materials, labour, machinery etc. complete as per direction of the ARCHITECT/CLIENT to his entire satisfaction.(on completion of works)

supplying and filling the approved good quality earth for area leveling etc. not exceeding 200mm thick including breaking clods, watering, compacting each layers with vibratory compactor and at unaccesible places with wooden / steel rammers to achieve 90 to 95% proctor density at optimum moisture content, all leads and lifts cost includes conveyance of all materials labour, machinery etc.

Providing and doing 230mm stone soling 15 cm to 20 cm size trap metalin including filling voids with Crushed sand/gritramming, watering including compaction with mechanical vibratory compactor complete to satisfaction of ARCHITECT/CLIENT.complete.

Providing and laying P.C.C. M15 of specified thick wherever specified using river sand, 20mm and downsize metal including base reperation, Compaction, levelling,curing and dewatering at all leads etc.complete as directed

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 49 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

13.5

Sqm

75.00 0.00

13.5

cum

186.00 0.00

13.6

cum

186.00 0.00

Grading of the surfaces for roads, including dressing to camber and consolidatiing / compacting at optimum moisture content to give at least 95% maximum dry density (Proctor Density), including making good the undulations etc. and disposal of surplus earth within the Bank campus as per directions of the ARCHITECT/CLIENT to his entire satisfaction.

Providing and laying granular sub-base (GSB) as per clause 401 of M.O.R.T.&H.(2001) specifications of specified grading (Table 400-1 or 400-2) in specified thickness in layers. The item to include premixing the materials in plant, transportation to site, spreading in uniform layers with motor grader on prepared subgrade, compacting with vibratory rollers till 98% of the maximum dry density (IS 2720 part-8) is acheived etc. complete. The rate includes for tests on completion of each GSB layer. The strength of each GSB layer shall be evaluated by conducting CBR (IS 2720 part 16 & 31) or plate load test (IS 9214) for obtaining equivalent CBR value @ one test per 3000 Sqm compacted surface area as per the grading. The item includes for all necessary material, labour, diversions. taxes, royalty, cess etc. complete. (Grading-I of closed-graded GSB material with minimum CBR value of 30% to be obtained.)

Providing and laying granular base of Wet mix macadam (WMM) as per clause 406 of M.O.R.T & H (2001) specifications of specified grading (Table 400-11) to specified thickness in layers. The item to include premixing the materials in plant, transportatioin to site, spreading in uniform layers with paver on a preprared subbase, compacting with vibratory rollers till 98% of the maximum dry density (IS 2720) is achieved etc. comlete. The rate includes for tests on completion of each WMM layer. The strength of each WMM layer shall be evaluated by Plate load test (IS 9214) for obtaining equivalent CBR value @ one test per 3000 M2 compacted surface area as per the Grading. The item includes for all necessary material, labour, diversions, taxes, royalty, cess etc. complete

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects: Hiten Sethi Architects Pvt Ltd:

Civil Works Tender 05/08/2023 50 of 91

Description Unit Quantity Rate Amount in Rs.

SR.NO.A ( In Figures) ( In Words )

Tender Item. No.

13.7 cum 721.00 0.00

13.8 cum 37.00 0.00

TOTAL OF PART -L FOR FOR ROAD WORKS 0.00

Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, as approved with 20 mm gap between adjacent panels, s using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, including bending binding and placing reinforcement 8mm dia 300mm c/c bothways, required dowels etc, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levellingto required slope/ camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/ expansion, construction & longitudinal joints ( 10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete allcomplete and as per instructions and to the satisfaction of ARCHITECT/CLIENT.

Providing and fixing Kerb Stones 600x 450x150 mm of M 25 grade form finished, well cured, free of any defect as per approved shape (batered / rounded at top), work include required excavation, consolidation, PCC 1:4:8 for bedding, required shuttering, jointing with cement mortar 1:3 and pointing with 1:2 cement mortar, curing the assembly, backfilling the surround to to original with proper compaction, cleaning, painting etc. all complete to the entire satisfaction of the ARCHITECT/CLIENT.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 51 of 91

SR.NO.B Summary of Electrical and LVPART DESCRIPTION AMOUNT IN RS.

A FLAT (108 Nos.) 0B COMMON AREA 0C DIESEL GENERATOR 0D FA - PA - CCTV - VDP 0E SUBSTATION 0

GRAND TOTAL OF SR.NO.D FOR FIRE FIGHTING WORK 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 52 of 91

Description Unit QUANTITY Rate Amount

PART A ( In Figures) ( In Words)

ELECTRICAL WORK A FOR 2.5 BHK, 108 FLATS

1.0

Group A Point 3672 0

2.0 Point 324 0

3.0

3.1 Metre 32076 0

3.2 Metre 32076 0

3.3 Metre 10260 0

3.4 Metre 4860 0

4.0 Metre 7020 0

5.0 Metre 10368 0

6.0

6.1 20 mm (FOR LV CABLES) Metre 25704 0

6.2 25 mm (FOR SUB-MAINS WIRING) Metre 42336 0

6.3 32 mm (FOR MAINS WIRING) Metre 4860 0

7.0

Each 108 0

8.0

8.1 5/6 amps switch Each 6588 0

8.2 2 way 5/6 amps switch Each 648 0

8.3 15/16 amp switch Each 324 0

8.4 3 pin 5/6 amp socket outlet Each 2160 0

8.5 Each 324 0

8.6 Telephone socket outlet Each 540 0

8.7 TV antenna socket outlet Each 432 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Wiring for light point/ fan point/ exhaust fan point/ call bell point with1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.

Wiring for twin control light point with 1.5 sq.mm FRLS PVC suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVCinsulated copper conductor single core cable etc. as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.

1 x 1.5 sq. mm-(For Lighting Sub mains and Raw Power Conventional Sockets). Rate of pvc conduit not to be included.

2 x 2.5 sq. mm (For Lighting Sub mains and Raw Power Conventional Sockets). Rate of pvc conduit not to be included.

2 x 4 sq. mm-(For Ac and Gyser). Rate of pvc conduit not to be included.4 x 6 sq. mm-(Mains Wiring 2.5 BHK Flats from 1st To 9th Floor). Rate of pvc conduit not to be included.

2 Pair (FROM FLAT CRONE BOX TO FLAT TELEPHONE & INTERCOM POINTS AND FROM SHAFT CRONE BOX TO FLAT CRONE BOX). Rate of pvc conduit not to be included.

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.(FROM FLAT SPLITTER TO FLAT TV POINTS AND FROM SHAFT SPLITTER TO FLAT SPLITTER). Rate of pvc conduit not to be included.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.

250 mm X 300 mm X 60 mm deep (AT CEILING LEVEL NEAR DB)Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

6 pin 15/16 amp socket outlet (FOR WASHING MACHINE, FRIDGE AND MICROWAVE)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 53 of 91

Description Unit QUANTITY Rate Amount

PART A ( In Figures) ( In Words)

ELECTRICAL WORK

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

8.8 Bell push Each 108 0

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 54 of 91

Description Unit QUANTITY Rate Amount

PART A ( In Figures) ( In Words)

ELECTRICAL WORK

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

9.0 Each 756 0

10.0 Each 1728 0

11.0

11.1 3 Module (100mm X 75mm)- (15/16A S/W SOC) Each 648 0

11.2 6 Module (200mm X 75mm)- (DATA, TEL & 6A S/W SOC) Each 756 0

11.3 Each 864 0

12.0 Each 1512 0

13.0 Each 2268 0

14.0 Each 108 0

15.0 Each 3024 0

16.0 Each 756 0

17.0

Upto 450 mm sweep Each 324 0

18.0 Each 324 0

19.0 Metre 8316 0

20.0

20.10 12 way (4 + 36), Double door Each 108 0

21.0

21.1 Single pole Each 2592 021.2 Triple pole and neutral Each 108 0

22.0 Each 648 0

23.0

40 amps Each 324 0

Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

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

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

8 Module (125mm X 125mm)-- (TV POINT, 2 NOS 6A S/W SOC)Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.(Ceiling Fan, Tube Light)Supplying and fixing brass batten/ angle holder including connection etc. as required. (Wall Light, Ceiling Light)Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.

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

Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.

Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required. (FROM FLAT CRONE BOX TO FLAT INTERNET/DATA POINTS AND FROM SHAFT CRONE BOX TO FLAT CRONE BOX). Rate of pvc conduit not to be included.

Supplying and fixing following way prewired TP&N MCB distribution board of steel sheet for 415 volts on surface/ recess complete withloose wire box, terminal connectors for all incoming and outgoingcircuits, duly prewired with suitable size FRLS PVC insulatedcopper conductor up to terminal blocks, tinned copper bus bar,neutral link, earth bar, din bar, detachable gland plate,

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.(FOR FLAT DB)

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB),having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. ( FOR FLAT DB)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 55 of 91

Description Unit QUANTITY Rate Amount

PART A ( In Figures) ( In Words)

ELECTRICAL WORK

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

24.0 Each 648 0

25.0

1 x 2.5 sq. mm Meter 15444 0

26.0

26.1 4 x10 sq. mm (2.5 BHK Flats from 10 Th to 17 Th Floor) Metre 4860 0

26.2 4 x16 sq. mm (2.5 BHK Flats from 17th TO 19th Floor) Metre 4860 0

27.0

27.1 Each 216 0

27.2 3 pin 25 amp socket outlet - 2 Module (FOR GEYSER) Each 216 027.3 UTP CAT 6 Information socket outlet (FOR DATA POINT) Each 432 0

28.0

Nos 108 0

29.0

Nos 756 0

30.0

Nos 324 0

31.0

31.1

Nos 756 0

31.2

Nos 864 0

Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.(FOR AC)

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.25 A SP 1 Way Switch with Indicator - 1 Module (FOR GEYSER)

Supply & installation of MS Powder coated 18SWG LVJB (Low Voltage Junction Box) (Size : 300mm(L) X 250mm(W) X 75mm (D)) with 3 compartments with proper arrangements for cable enter-exit through 20mm dia. FR PVC rigid conduit etc as required LVJB will consist (a) 5 pair tag block with crone connectors for telephone system, (b) 4-Way signal splitter for Television system, (c) only provision for Patch panel for Internet system

Supply of Ceiling mounted fan of 1200 mm Sweep, 5 Star Energy Efficient, white colour including down rod, blades with all accessories excluding regulator. including 3C x 1.5sqmm flexible wire from ceiling rose up to fan required size of down rod and all fixing accessories / hardware of materials as required. Equivalent to HAVELLS/CG/STANDARD/BAJAJ

Supply of Plastic blade Exhaust fans of 250mm size sweep with gravity louvers shutters including including 2C x 1.5sqmm flexible wire from ceiling rose up to fan and all fixing accessories / hardware of materials as required. Equivalent to CG / BAJAJ

Supply of following light fittings complete with low loss electronic ballast, lamp holder, electrical connections by providing 3C x 1.5sqmm flexible wire, fixing & mounting accessories. All the fittings to be supplied with rated power LED etc., complete. Make : Philips/ Wipro.

13w surface & wall mounted led batten with extruded aluminium housing & robust construction.(equi. to philips-bn150w led13s-6500 pse od gr) (TUBE LIGHT)

15w surface mounted down lighter with die cast aluminium construction.(equi. to philips-dn170c led10s-6500 psu wh) (CEILING LIGHT)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 56 of 91

Description Unit QUANTITY Rate Amount

PART A ( In Figures) ( In Words)

ELECTRICAL WORK

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

32.0 Nos 108 0

TOTAL ODF PART 'A ' CARRIED FORWARD TO SUMMARY 0

Supply & install of 12 Way PPI Kit in Flat DB Make : Equiv. to Legrand

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 57 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

B COMMON AREA

1.0

a) Group A Point 635 0

2.0

a) 1 x 1.5 sq. mm Metre 900 0b) 3 x 1.5 sq. mm Metre 250 0c) 2 x 2.5 sq. mm Metre 900 0d) 2 x 4 sq. mm Metre 15 0e) 4 x 6 sq. mm Metre 3500 0f) 2 Pair Metre 3500 0

3.0 Metre 50 0

4.0

a) 20 mm Metre 4435 0b) 25 mm Metre 200 0c) 32 mm Metre 3500 0d) 40 mm Metre 5052 0

5.0

a) 5/6 amps switch (5 pin or 3 pin) Each 150 0b) 2 way 5/6 amps switch (5 pin or 3 pin) Each 8 0c) 15/16 amp switch,(5 pin or 3 pin) Each 60 0d) 3 pin 5/6 amp socket outlet Each 20 0e) 6 pin 15/16 amp socket outlet Each 60 0f) Telephone socket outlet Each 4 0g) TV antenna socket outlet Each 4 0h) Bell push Each 1 0

6.0 Each 4 0

7.0 Each 15 0

8.0

a) 1 or 2 Module (75mm X 75mm) Each 36 0b) 3 Module (100mm X 75mm) Each 100 0c) 4 Module (125mm X 75mm) Each 10 0d) 6 Module (200mm X 75mm) Each 4 0

9.0 Each 25 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

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

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

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 58 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

10.0 Each 25 0

11.0 Each 2 0

12.0 Each 450 0

13.0

a) Upto 450 mm sweep Each 4 0

b) Each 4 0

14.0 Metre 100 0

15.0 Each 10 0

16.0

a) 63 amps Each 3 0

17.0 Each 4 0

18.0 Each 1 0

19.0 Each 1 0

CABLE TRAYS

20.0

a) 600 mm width X 50 mm depth X 2.0 mm thickness Metre 250 0

b) 900 mm width X 75 mm depth X 2.0 mm thickness Metre 250 0

Supplying and fixing brass batten/ angle holder including connection etc. as required.

Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.

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

Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.

D40
HSA: New item check qty
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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 59 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

21.0

a) 600 mm width X 50 mm depth X 2.0 mm thickness Each 4 0

b) 900 mm width X 75 mm depth X 2.0 mm thickness Each 8 0

22.0 Set 12 0

23.0 Set 12 0

24.0 Metre 100 0

25.0 Metre 100 0

26.0 Metre 65 0

27.0 Metre 200 0

28.0 Metre 350 0

29.0 Metre 50 0

30.0 Metre 100 0

31.0

a) Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 1000 0

b) Metre 50 0

Supplying and installing following size of perforated pre-painted M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Providing and laying copper tape 32 mm X 6 mm from earth electrode directly in ground as required.

Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.

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.

Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MSflat clamp)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 60 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

32.0

a) Above 120 sq. mm and upto 400 sq. mm Metre 400 0

33.0

a) 3 X 10 sq. mm (22mm) Each 16 0b) 3½ X 95 sq. mm (45mm) Each 2 0c) 3½ X 120 sq. mm (45mm) Each 6 0d) 3½ X 185 sq. mm (57mm) Each 8 0e) 3½ X 240 sq. mm (62mm) Each 54 0f) 4 X 10 sq. mm (25mm) Each 4 0g) 4 X 16 sq. mm (28mm) Each 6 0

34.0

a) 300 mm dia Metre 500 0

35.0

a) 250 mm X 300 mm X 60 mm deep Each 34 0

36.0

a) 3.5C 240sqmm Al cable Metre 850 0b) 3.5C 185sqmm Al cable - (For Fire Panel) Metre 600 0

c) 3.5C 120sqmm Al cable- For Common area panel Metre 105 0

d) 3.5C 95qmm Al cable Metre 50 0e) 4C 16sqmm Al cable Metre 225 0f) 4C 10sqmm Cu cable Metre 300 0g) 4C 4sqmm Cu cable Metre 325 0h) 3C 4 sqmm Cu cable Metre 1500 0i) 3C 2.5 sqmm Cu cable Metre 200 0j) 2C 2.5 sqmm Cu cable (for lift shaft lighting) Metre 250 0

k) Metre 100 0

l) Metre 50 0

37.0

a) 1 x 2.5 sq. mm (Location to mention) Metre 3500 0b) 1 x 4 sq. mm (Location to mention) Metre 8300 0

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

Providing, laying and fixing following dia RCC pipe NP 2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required.

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.

Supplying, laying, testing and commissioning of 1100V grade XLPE insulated PVC sheathed steel wire/ tape armoured aluminium/ copper conductor cables . The cables shall be laid in concrete trenches or buried directly underground or on cable trays. The concrete trenches will be measured separate. The cost of the cable trays or ladders, excavation and back filling of trenches will be measured separate. the unit cost of the cable shall include clamps, fasteners etc. as required for proper installation.

1C 6sqmm FRLS PVC insulated copper conductor, single core cable1C 10sqmm FRLS PVC insulated copper conductor, single core cable

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 61 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

c) 4 x10 sq. mm (Location to mention) Metre 4800 0

38.0

a) 25 A SP 1 Way Switch with Indicator - 1 Module Each 4 0

b) 3 pin 25 amp socket outlet - 2 Module Each 4 0c) UTP CAT 6 Information socket outlet Each 4 0

39.0

Metre 200 0

40.0 EARTHING

a) Set 12 0

b) Set 12 0

c) Metre 100 0

d) Metre 100 0

e) Metre 25 0

f) Metre 125 0

41.0 Nos. 20

0

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

Supplying and drawing co-axial TV cable RG-11 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Supply, Erection & Commissioning of 32W LED based Solar Street Lights with 80wP, 2520 Lumen output, 60AH Battery including IP65 Box. With 5 Meter height GI Pole of 2.5inch diameter, 2.5mm thick. including 5 Years Warrantee (Rates are in accordance with variousTerms & conditions, specifications & scope of work and are inclusive of all taxes and duties what so ever)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 62 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

42.0

a) Nos 25 0

b) Nos 246 0

c) Nos 80 0

43.0 MEDIUM VOLTAGE DISTRIBUTION PANELS

a) Changeover panel for Common area Load No. 1 0

b) No. 1 0

c) Lift panel No. 1 0

d) No. 1 0

e) Main feeder panel No. 1 044.0 SMALL DISTRIBUTION BOARDS

a) No's 3 0

Incomer having: One(1) - 40A, FP, 10kA, MCBThree(3) - 32A, DP, ELCB 30mAOutgoing feeders:Eighteen (18) -16/10A SP, 10KA, MCB

b) STAIRCASE LDB (ON GRD FLOOR) No's 1 0Incomer having:One(1) - 40A, TPN, 10kA, MCBOne(1) - 32A DP, ELCB 30mAOutgoing feeders:(12) - 16/10A SP, 10KA, MCB

Supply of following light fittings complete with low loss electronic ballast, lamp holder, electrical connections by providing 3C x 1.5sqmm flexible wire, fixing & mounting accessories. All the fittings to be supplied with rated power LED etc., complete. Make : Philips/ Wipro.

13W SURFACE & WALL MOUNTED LED BATTEN WITH EXTRUDED ALUMINIUM HOUSING & ROBUST CONSTRUCTION.(EQUI. TO PHILIPS-BN150W LED13S-6500 PSE OD GR) to Parking area

15W SURFACE MOUNTED DOWN LIGHTER WITH DIE CAST ALUMINIUM CONSTRUCTION.(EQUI. TO PHILIPS-DN170C LED10S-6500 PSU WH) to Lift lobby and Staircase lobby.

10W, Endural LED Bulkhead Light Fitting similar/ equivalent to Philips, Cat No. WT 202W KED 6S PSU S1 PC or equivalant (location Lift ,Electric and fire duct)

Supply, Installation, Testing & Commisioning of Common area panels as per Specification, Technical Data sheet & IS .- Refer Enclosed Sld

630A FP ATS with enclosure inbuilt in Fire Emergency Panel

DG Synchronising Panel including automation of DG

Design, supply, installation, testing and commissioning of following miniature type circuit breaker type boards, wall mounted (flush / surface) as per drawings and specifications and as required. The distribution board shall be of sheet steel enclosure with copper busbars suitable for single phase or three phase MCBs. The MCBDB shall have sheet steel hinged lockable door top to prevent access to MCBs from outside. The DB shall have suitable neutral and earth terminal block to facilitate easy termination of wires. All wires inside the DBs shall be terminated using copper end terminations. All dbs shall be of double door type.

LPDB STILT+ LOBBY AREA + SHAFT LIGHTING (Ele and lv) (ON Stilt FLOOR)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 63 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

c) EXTERNAL LIGHTING DB No's 1 0Incomer having:

Outgoing feeders:Three (3) -40A DP, 10 KA, ELCB 30mA (24) - 16/10A SP, 10KA, MCB

d) PODIUM LIGHTING DB Nos 1 0Incomer having:

Outgoing feeders:Three (3) -40A DP, 10 KA, ELCB 300mA Twenty Four (18) - 16/10A SP, 10KA, MCB

e) LIFT LOBBY DB No's 1 0Incomer having:One(1) - 40A, FP, 10kA, MCB. Outgoing feeders:Three (3) -40A DP, 10 KA, ELCB 30mA(24) - 16/10A SP, 10KA, MCB

45.0 No's 1 0

46.0 No's 1 0

47.0 No's 1 0

48.0 Advanced Lightning Protection System.

a) No. 1 0

b) Set. 1 0

c) Mtr. 70 0

d) No. 1 0

One(1) - 63A, FP, 10kA, MCB. - with 7 days fully progammabel electronic time with necessery controls and contactors.

One(1) - 63A, FP, 10kA, MCB. - with 7 days fully progammabel electronic time with necessery controls and contactors.

Supply and installation of 250A, FP, 26KA, MCCB with adjustable thermal magnetic setting and 230v ac shunt trip in sheet steel enclosure with cable end box. (IN METER ROOM FOR COMMON PANEL)

Supply and installation of 200A, FP, 26KA, MCCB with adjustable thermal magnetic setting and 230v ac shunt trip in sheet steel enclosure with cable end box.

Supply and installation of 630A, FP,26KA, MCCB with adjustable thermal magnetic setting and 230v ac shunt trip in sheet steel enclosure with cable end box. (IN METER ROOM FOR FIRE PANEL)

Supply and fixing of MAP Stormking ESE Air Termina ESE-60, 79mtr Radius, Protection Level I compliant to NFC 17-102 stanadrd and performace should be tested in ICMET Romania. Terminal shall be of spheroid of chrome plated copper and its shoulbe made from chrome plated brass.

Supply and fixing of Supporting GI mast 5mtr long & 60mm dia with guying kit and mounting accessories suitable for mounting of Stormking ESE-30.

Supply and fixing of Downconductor: MAP ®Lightning Protection 70Sq.mm S.C Copper Cable.

Supply and fixing of Lightning Strike recorder( 6 digits Display) of non-resettable type in an IP 67 enclosure with the minimum sensitivity of 1500 A & maximum capacity of 220 KA ( 8/20 microsec wave form) tested as per IEC 60-1:1989. Model: LSR1

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 64 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

e) No. 2 0

f) Set. 3 0

g) No. 3 0

h) Nos. 2 0

49.0 Metre 600 0

50.0 No 17 0

51.0 No 2 0

52.0 No 1 0

53.0 MISCELLANEOUS ITEMS

a) No's 4 0

b) No's 2 0

c) No's 4 0

e) No's 4 0

f) No's 4 0

g) No's 108 0

54.0 No's 4 0

55.0 No's 4 0

Supply and fixing Earthing: Maintenance Free Earthing consist of 3mtr long & 5/8"dia 250 micron copper bonded earth rod with Ground Resistance Lowering Compound and ground rod clamp for termination of downconductor. Type: 3Mtr M.F.E

Supply and fixing MAP ® 250micron Cooper Bonded Earth Rod 3Mtr x 5/8" with Ground Rod Clamp.Supply and fixing MAP® Ground Resistance Lowering Compound-TERRAS-20Kg Bag.

SITC of Integral LED Air aviation Light comprising of aluminium housing with polycarbonate enclosure, 302 nos. LED are provided.

Sitc Of 20 pair annealed copper 0.5sqmm telephone armoured jelly filled cables and telephone tag blocks in sheet steel metal enclosure to be laid on either on exsiting cable tray or on celing etc

SITC 20 + 20 pair telephone tag block with crone connector - Each floor Tel Tag BlockSITC 100 + 100 pair telephone tag block with crone connectorSITC 100 pair telephone tag block with crone connector

Providing and fixing in position the best quality danger boards of approved shape and size as specified by the local electrical authorities written in English and local language.

Supply and fixing of approval make, 11kV grade, rubber gloves.

Providing and fixing in position approved shock treatment chart written in English and local language. The chart shall be framed in Teakwood and covered with glass.

Providing and fixing in position 7m x7m, 15mm thick 11kV grade, rubber mat of approved make and as required by local authorities

Supply and fixing of 5 litres capacity fire extinguisher as required.

Supply & installation of GI Junction box with cover concealed inslab during casting.

Supply,installation,testing and commissioning of 50x10mm Cu equipotential bar of 300mm length in 450x450x300 mm PVC junction box to conect earthing strips from earth pit as well as cable going for equipment earthing

Supply,installation,testing and commissioning of 50x10 mm GI equipotential bar of 300 mm length in 450x450x300 mm PVC junction box to conect earthing strips from earth pit as well as cable going for equipment earthing

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Electrical BOQ Page No. 65 of 91

Description Unit Quantity Rate

PART ' B' ( In Figures) ( In Words)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

ItemCode

Amount in Rs.

56.0 No's 20 0

57.0 Set 20 0

58.0 Set 40 0

TOTAL OF PART " B " CARRIED FORWARD TO SUMMARY 0

Supply,installation,testing and commissioning of External lighting with fixure LED IP 65 light 36 watt mounted including Supply and fixing on GI Pole of 6 m length

Earthing with G.I. pipe type earthing including accessories, and providing masonry enclosure of 2.5 metre long etc. with charcoal/ coke and salt as required.

10W, Endural LED Bulkhead Light Fitting similar/ equivalent to Philips, Cat No. WT 202W KED 6S PSU S1 PC or equivalent at Podium with 1.5 m GI pole including all bends etc.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 66 of 91

Description UNIT Quantity RATE

PART 'C' ( In Figures) ( In Words)

C

1

1.1 250 mm Dia Metre 10 0

2

2.1 4 core 2.5 sq. mm armoured copper cable Metre 100 0

3

Nos. 1 0

TOTAL OF PART "C "CARRIED FORWARD TO SUMMARY 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

SR. NO.

AMOUNT IN Rs.

320 KVA DG SET - PRIME RATED WITH NEW MPCB NORMS

Supply, erection testing and commissioning of Exhaust M S piping 4 mm thick from turbo charger, flexible connections, thermal insulated with 50 mm thick Rockwool of 64 Kg/ Cu. Meter. Density wrapped the with chicken mesh and finished with aluminium cladding over the exhaust pipes inside the generator room and outside the building. The end of the exhaust pipe shall have end cowl for protection from rain & bird screen. The rate shall include all supports, steel brackets etc., as required

Providing and wiring of control/sensors wires between generator control panel and distribution Panel as required.

Supplying including loading, unloading, shifting, installing, testing and commissioning of 320 KVA Diesel Generating Set as per following capacities comprising of radiator cooled Engine developing not less than estimated BHP. at 1500 R.P.M. and Alternator rated at 415V, 50Hz, 3 Phase, 0.8 p.f. and both mounted on common base frame.

The rate to include the engine, the alternator, 990Ltr. capacity Fuel Tank within enclosure along with Fuel including the necessary flexible hoses, 1nos. of 12V battery with interconnection with the control panel, exhaust flexible coupling and residential type silencer, The rate shall also include followings.:

a) Required set of Cushy foot mounts of AVMAC or approved equivalent make for the D.G. Set.b)Acoustic enclosure for the D.G. Set. Noise level at 1 Mtr. from the enclosure not to exceed 75 dB.c) Required exhaust piping with Flexible bellow with asbestos lagging within the enclosure. The pipe should be 4mm thick M.S. d) Required length of fuel piping with A Well – Calibrated Fuel Monitoring System should be supplied for the D.G. sets.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 67 of 91

SR.NO DESCRIPTION UNIT Quantity RATE

PART 'D' ( In Figures) ( In Words )

D FA-PA-VDP-CCTV

A FIRE ALARM SYSTEM (HONEYWELL)

1 No 3 0

2 No 76 0

3 No 75 0

4 No 63 0

5 No 42 0

6 No 42 0

7 No 10 0

8 No 36 0

9 No 1 0

10 Metre 2100 0

B

1

1.1 20 mm Metre 1400 0

2 Metre 1517 0

3 No 91 0

4 No 1 0

C VIDEO DOOR PHONE SYSTEM

1 No. 108 0

2 No 1 0

3 No 198 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN RS.

Supply, installation, testing and commissioning of ceiling/ recessed mounted Multi Sensor Detector (for electrical room & lift machine room).

Supply, installation, testing and commissioning of optical type , ceiling / recessed mounted Smoke Detector below false ceiling.

Supply, installation, testing and commissioning of optical type , ceiling / recessed mounted Smoke Detector above false ceiling with MS Box, glands etc for cabling & mounting.

Supply, installation, testing and commissioning of Response Indicator for optical type , ceiling / recessed agni make mounted smoke detector above false ceiling.

Supply, installation, testing and commissioning of Manual Break Glass Unit including the mounting box. (Including Concealed Conduit).

Supply, installation, testing and commissioning Addressable Sounder.Supply, installation, testing and commissioning of Addressable Control Module.

Supply, installation, testing and commissioning of Addressable Monitor Module.

Supply, installation, testing and commissioning of 2-loop Addressable fire alarm panel with battery backup for 6 hours operation, with battery charger, alarm bell, test buttons etc.

Supply and wiring for detectors, break glass units and hooters to the fire alarm panel using 2C 1.5sqmm FRLS Copper armoured cable.

PUBLIC ADDRESS SYSTEM (Makes : Bausch, Ahuja, Philips)

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Supply and wiring for public address system using 2c 1.0sqmm twisted pair multistrand copper conductor screened cables suitable for P.A.System

Supply, installation, testing and commissioning of 6" dia , 4W / 100V high quality speaker (Bosch make)mounted on the false ceiling with all accessories like matching transformer and suitable for direct connection to 110V output line.

Supply installation testing and commissioing of Public Address System with 240W Mixing Amplifier LBD 1916 or Equivalent with 3-zone console panel , cd/ dvd player and a microphone.

Video door phone as Specified with one no Commax Color Video Door Phone Monitor - Eq to Comax Moder No as mention BelowModel : CAV-50TCommax Color Door CameraModel : DRC-40CK -

Supply, Installation, Testing & Commissioning of 110 lines EPABX System.Supply, Installation, Testing & Commissioning of Required connectors + Jointers

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 68 of 91

SR.NO DESCRIPTION UNIT Quantity RATE

PART 'D' ( In Figures) ( In Words )

AMOUNT IN RS.

4 Metre 2055 0

5

5.1 20 mm Metre 2100 0

6 Metre 2107 0

D CC T.V. SYSTEM

1 No 2 0

2 No 4 0

3 No 1 0

4 No 1 0

5 No 6 0

6 Metre 292 0

7 Metre 403 0

8 No 1 0

9 No. 1 0

TOTAL OF PART "D" CARRIED OVER TO SUMMARY 0

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

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

Supplying, installing, testing and commissioning 1/3" SONY SUPER HAD CCD COLOR DOME CAMERA, 600 TVL, 0.005 LUX, DAY/NIGHT, AWB, AGC, SWITCHABLE BLC, AES, FLICKERLESS, WITH 3.8 ‐ 9.5 MM VARIFOCAL AUTO IRIS LENS, 3‐AXIS DOME with all accessories and hardware for fixing, complete as required.

Supplying, Installiation, Testing and Commissioning of 1/3" Sony supper HAD CCD 530 TVL, in‐built 3.9 ‐ 92mm auto IRIS ,auto focus lens, 0.001 Lux, AES, AGC, AWB, 27X optical zoom , 10X digital zoom, pan speed 360 Deg/Sec, pan range 360 deg endless, tilt speed 360 Deg/Sec, Tilt Range 90 Deg, 128 preset location, auto BLC, alarm I/O, built in fan & heater , outdoor weatherproof, IP66 Rated.- Outdoor Areas of building

Supply, Installation, Testing and Commissioning of 8 Ch DVR, 400 fps Dis, 400 fps Rec, Embedded Linux, H.264+ Compression, DUAL STREAM, with Lan/TCPIP/Network, Pentaplex Operation, IR Remote control (upto 99 DVRs), Schedule, Motion, Sensor Recording, 4x Digital Zoom, 16 Alarm In/ 4 Alarm out, Alarm Notification via E-mail, 1 Ch Audio In, 1 Ch Audio Out 2 Internal HDD ( w/o DVDRW ), Monitor, 1 Programmable Spot, Loop, S-Video, HDMI & VGA Out, RS-232,RS- 422 port, Backup using CD-RW/DVD-RW/Disk raid/USB Pen Drive, 2 USB Ports for HDD / Upgrade / Backup use, Water Marking, PTZ Control, Password Protection, UL/FCC/CE/TU Certified. With 1 TB recordable Hard Disk & Remote.

Supply, Installation, Testing and Commissioning of 21 inch, high resolution, colour monitor with all accessories complete as required.

Supply, installation, testing and commissioning of 12V DC power supply unit with all accessories and hardware for fixing, complete as required.

Supply, installation, testing and commissioning of RJ6 coaxial video cable as required IN 25 mm dia medium gauge pvc conduit - Each camera to BMS Room

Supply, installation, testing and commissioning of power cable 2C x 1.5sq.mm unarmoured copper cable in 20mm dia medioum gauge pvc conduit with all accessories and hardware as required.

Supply, Installation, Testing & Commissioning of 8U Rack, for Installation of CCTV, PA & VDP System in BMS Room inclusive of 3 Nos. tray, 1 No. Fan & 2 Nos. PDU.

SITC 1 KVA 1 Phase IN & 1 Phase OUT UPS will be sufficient for this application

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

BANK OF INDIA - PHASE 2 Electrical BOQ 69 of 91

SR. NO Description Unit Quantity Rate

PART "E" ( In Figures) ( In Words )

E SUBSTATION EQUIPMENT :1 TRANSFORMER

Supply : No 1 0Installation : No 1 0

2

Supply : No 1 0Installation : No 1 0

3

Supply : Metre 50 0Installation : Metre 50 0

4

Supply : Lot 1 0Installation : Lot 1 0

5

50 x 10mm G.I strip.Supply : Metre 150 0Installation : Metre 150 0

6

40 x 6mm Cu stripSupply : Metre 150 0Installation : Metre 150 0

7 Nos 2 0

8 Nos 2 0

9 6 way feeder pillar as per MSEDCL norms and as per SLD Nos 1 0

10 8 way feeder pillar as per MSEDCL norms and as per SLD Nos 1 0

11 Nos 2 0

TOTAL OF PART 'E'CARRIED FORWARD TO SUMMARY 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

Amount in Rs.

Supply, Installation, testing and commissioning of 630 KVA , 11/0.433kV, Dyn-11, dry type cast resin Copper Wound transformer without OLTC and RTCC as per particular specifications and as required complete. The rate shall include all civil works such as foundation pad, grouting etc. (As per MSEDCL Norms)

SITC of 1000 A 4 P ACB EDO (Electrical draw-out type) with thermal magnetic, Sc, earth fault wtc in metal Enclosure

Supplying, installation, making terminal joints ,effecting proper connections, testing and commissioning of 1 R (3C x 300 Sq.mm), 11 kV (E) cross linked polyethylene (XLPE) insulated aluminium conductor steel armoured cables buried underground/through cable tray. The rate shall include excavation of earth in all types of soil and backfilling including providing bricks and sand.

SITC of Meter Room work with 1000A TPN Al Bus Bar to be mounted and fix and install in metal Enclosuer with requrired all acessories based on MSEB STANDARDS. Min 6 nos 250 A to 315 A TPN SWITCH FUSE UNITS And All the Meters to be fixed on 18 mm Teakwood./ Marine Ply as per MSEB STANDARS with cost of 112 flat meters with min 32 A TPN MCB and 112 nos Energy Meters to be calibrated in MSEB Lab, 200A Tpn Fuse for Common area and 1 no 630 A Tpn Fuse for Fire Panel with their CT Meters to be calibarted in MSEB lab Etc. (Total 112 Meters)

Providing and laying earthing conductors of GI strip/wire including necessary accessories, clamping to walls, cables etc. as required and interconnection between lengths as per specifications and as per good installation practice. The rate shall include

Providing and laying earthing conductors of copper strip/wire including necessary accessories, clamping to walls, cables etc. as required and interconnection between lengths as per specifications and as per good installation practice. The rate shall inclu

Supply, instal lation,testing and commissioning of 50x10mm Cu equipotential bar of 300mm length in 450x450x300 mm PVC junction box to conect earthing strips from earth pit as well as cable going for equipment earthing

Supply, installation,testing and commissioning of 50x10 mm GI equipotential bar of 300 mm length in 450x450x300 mm PVC junction box to conect earthing strips from earth pit as well as cable going for equipment earthing

Supply, installation,testing and commissioning of 50x10 mm GI equipotential bar of 300 mm length in 450x450x300 mm PVC junction box to conect earthing strips from earth pit as well as cable going for equipment earthing

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 70 of 91

SUMMARY FOR PLUMBING WORK

DESCRIPTION AMOUNT IN ( Rs. )

PART A: SANITARY FIXTURES AND CP FITTINGS 0

PART B : CPVC / GI PIPES AND FITTNGS (INTERNAL AND EXTERNALWATERSUPPLY): 0

PART – C: PVC SOIL,WASTE,VENT PIPES AND FITTINGS (INTERNAL) 0

PART – D: PVC RAIN WATER PIPES AND FITTINGS 0

PART - E - PUMPS AND ACCESSORIES 0

PART - F - SOLAR WATER HEATING SYSTEM WITH ACCESSORIES 0GRAND TOTAL 0

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 71 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )15 PLUMBING

PART A: SANITARY FIXTURES AND CP FITTINGS

1 Nos. 216 0

2 Nos. 328 0

3 Nos. 108 0

4 Nos. 108 0

5 Nos. 216 0a) 2way Bib cock with CP wall Flange (Jaguar continental- 047)b) Stop cock 15mm dia CP angle stop cock with wall flange c) PVC flexible tube of 1.0m length. Jaguar Allied 573)d) Hand operated spray unit (instant type)e) CP Crutch

6 Nos. 216 0

7 Nos. 240 0

8 Nos. 112 0

9 Nos. 216 0

10 Nos. 240 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

Providing, Fixing, testing and commissioning of glazed 50% colour (Constellation20040 or Venezia 92034 or Cera make Boxrim Carnival 2030) Make. H INDWARE/Equivalent mounted European watercloset constellation with concealed 'P' trap) MS / CI chair brackets, fischer bolts with CP bolts / nuts and with FLUSH valve with fittings, 32 mm dia outlet pipe etc, . Thework shall include cutting making of walls and floors etc. Notes:The rates quoted shallinclude cost of necessary consumables like brass screws, CP extension nipple ofapproved make, dia and length, wooden plugs, white cement, sealants etc., Only drillingmachines shall be used for making the holes in the walls for fixing, no wall jumper and hammer will be allowed.

Providing, fixing, testing and commissioning of 50% vitreous china Rectagular washbasin/Under counter type (HINDWARE WINDSOR 10036/EQUIVALENT )installed with brackets, 15mm pillar cock MAKE JAGUAR , 15mm dia - 450mm long PVC connection pipe (JaguarALLIED 803B/Equivalent), one no 15mm dia CP angle stop cock with wall flange , 32mm dia CP waste coupling HALF THREADED (JAGUAR ALLIED - 709/Equivalent), 32mm dia CP brass bottle trap(JAGUAR ALLIED - 773B). The works shall include cuttingand making good the walls & floors. (Counter cost for wash basin not considered).Notes: Conditions mentioned in item no.1 shall be applicable.

The works shall include cutting in wall and making good the walls & floors. Size of washbasin. Notes: Conditions mentioned in item no.1 shall be applicable.

Fixing, testing and commissioning of best quality approved make NIRALI Stainless steel Sink with single bowl without drain board made of 18 gauge sheet 40mmdia CP waste coupling (full thread) (Jaguar ALLIED -705/Equivalent), 40mm PVC wastepipe etc.complete in all respect. Notes: Conditions mentioned in item no.1 shall be applicable.

Providing, fixing, testing of and commissioning 15mm dia CP sink cock Jaguar/Equivalentapproved make with swinging spout (wall mounted model) for pantry sinkwith CP wall flange etc. Notes: Conditions mentioned in item no.1 shall be applicable.

Fixing, testing and commissioning of CP health faucet consisting of:

Notes: Conditions mentioned in item no.1 shall be applicable.

Providing, Fixing, testing and commissioning of shower assembly including overheadrose shower ( Jaguar continental - 491), Arm with revolving joint pattern and concealed single lever diverter having built-in non return valves (Jaguar/Equivalent) with Spout & CP wall flange including connecting inlet and outlet to main piping, cutting and making good the walls etc. complete and as directed.

Providing, Fixing , CP brass soap dish Cat No. AKP-35731P including making the necessary cut-outs for recessing, fixed on wooden cleats with CP brass screws & washers including drilinghole in walls with dril gun and making good the walls. (Jaguar/Equivalent)

Providing, Fixing , CP brass Towel rod 600 mm long (Jaquar code No.ACN -1111 BNM ) including making the necessary cut-outs for recessing, fixed on wooden cleats with CP brass screws & washers including drilinghole in walls with dril gun and making good the walls. (Jaguar/Equivalent)

Providing, Fixing , CP brass Towel rod 450 mm long (Jaquar code No.ACN -1111 BNM ) including making the necessary cut-outs for recessing, fixed on wooden cleats with CP brass screws & washers including drilinghole in walls with dril gun and making good the walls. (Jaguar/Equivalent)

Providing, Fixing , testing and commissioning of CP brass liquid soap dispenser (Jaguar Continental 1135N/Equivalent) fixed on wooden cleats with CP brass screws & washers including driling hole in walls with dril gun and making good thewalls.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 72 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

11 No. 216 0

12 Nos. 255 0

13 Nos. 339 0

14 Nos. 255 0

15 Nos. 2 0

TOTAL FOR PART - A (SANITARY FIXTURES AND CP FITTINGS ) 0

1

metre 1853 0metre 877 0

2

External worka) metre 1113 0b) metre 313 0c) metre 1603 0d) metre 2247 0e) metre 322 0f) metre 557.0 0

3

Providing, Fixing, testing and commissioning horizontal / vertical Hot water boiler electrical operated with capacity of 10 lits. Racold/ Equivalent make with rust proof polypropylene body, stainless steel inner container with multi-function safety valve forhigh pressure operation without additional pressure reducing valve, PUF insulation,Thermostat cum cutout for adjustable and automatic control, including Providing andfixing provision of inlet and outlet connection pipes etc. all complete as per drawings,specifications and direction of the engineer-in-charge.

Providing, Fixing , testing and commissioning of CP brass elbow and assembly to Hot water to boiler (Jaguar equivalent Make) fixed on wooden cleats with CP brass screws & washers including driling hole in walls and making good the walls.

Providing, Fixing , testing and commissioning of CP brass Angle cock (Jaquar make code No.053) including Poly ethylene tape,washer etc connecting inlet and outlet to main piping, cutting and making good the walls etc. complete and as directed.

Providing, Fixing , testing and commissioning of CP brass Bib Cock (Jaquar make code No.037) including washer ,Poly ethylene tape connecting inlet and outlet to main piping, cutting and making good the walls etc. complete and as directed.

Providing, Fixing, testing and commissioning orrisa pan watercloset Make. H INDWARE/ Cera or Equivalent with 'P' trap) with 20 litre FLUSH tank with fittings, 32 mm dia outlet pipe etc, . The work shall include cutting making of walls and floors etc. Notes:The rates quoted shallinclude cost of necessary consumables like brass screws, CP extension nipple of approved make, dia and length, wooden plugs, white cement, sealants etc., Only drillingmachines shall be used for making the holes in the walls for fixing, no wall jumper and hammer will be allowed.

PART B : CPVC / GI PIPES AND FITTNGS (INTERNAL AND EXTERNALWATERSUPPLY):

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testingof joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes 20 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

20 mm nominal outer dia Pipes 25 mm nominal outer dia Pipes 32 mm nominal outer dia Pipes 40 mm nominal outer dia Pipes 50 mm nominal outer dia Pipes 65 mm nominal inner dia Pipes

Providing and fixing G.I. C class pipes complete with G.I. fittings including trenching and refilling etc.

B54
HSA-42: Dia to chk
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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 73 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

a) metre 268 0b) 50 mm dia nominal bore metre 416 0c) metre 15 0d) metre 20 0

4

a) Vertical -40mm nominal bore each 6 0b) Vertical- 50 mm nominal bore each 4 0c) Vertical -65 mm nominal bore each 1 0

5 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA)conforming to IS - 1536 :

a) metre 350 0

6

Notes:

Rate Quoted shall be inclusive of cost of other consumables like hacksaw blade, etc.

a) 20 mm dia ( for domestic branch line ) Nos. 331 0

b) 25 mm dia (for downtake line ) Nos. 3 0

c) 32 mm dia (for domestic & flushing downtake line ) Nos. 354 0

d) 40 mm dia (for domestic & flushing downtake line ) Nos. 297 0

7

Notes:

a) Nos. 8 0

8

a) 32 mm dia for hot and cold water downtake Nos. 21 0

b) 40 mm dia Nos. 49 0

9

Size of pedestal:a) 230 x 230 x 300mm Nos. 10 0

b) 230 x 450 x 300mm Nos. 105 0

10 Providing & fixing of brass`Y' / pot stainer screw type tested to 20 kg / sq.cm.

a) 65 mm dia ( For domestic & flushing loop) Nos. 8 0

11

a) 25mm dia sleeve. No 6 0

b) 50 mm dia sleeve No 3 0

12 Nos. 4 0

13 Nos. 6 0

40 mm dia nominal bore

65 mm dia nominal bore 80 mm dia nominal bore

Providing and fixing gun metal non- return valve of approved quality(screwed end) :

100 mm dia pipe

Providing, fixing, testing and commissioning of Ball Valves of brass body nickel plated with stainless steel ball, lever operated (RB / TBS / Cimbrio/Zoloto/Leader make) and tested to 20kg / sq.cm.

Providing, fixing, testing and commissioning of cast iron lever operated slim seal type Butterfly Valves of CI body and spheroidal graphite iron disc (SG iron),with nitrile rubber seal, tested to 10 kg / sq.cm Confrming to BS 5155 / MF6 standards and including a set of GI flanges as per BS-10 table 1 including bolt nuts, and Neoprene rubber gaskets etc.,Complete in all respect.

Rate Quoted shall be inclusive of cost of other consumables like hacksaw blade, oil, cotton thread etc.65 mm dia ( FOR DOMESTIC & FLUSHING LOOP )

Providing and fixing Pressure Reducing valves of approved make as indicated by engineer-in-charge. Including two valve ,union,taflon tap etc.Contractor to set pressure as per instructions from consultant during execution.

Providing and constructing of Masonry Pedastals of size as mentioned with bricks of class B50 designation in CM1:3 and finishing neat coat of floating cement and making good.

Notes: Rate Quoted shall be inclusive of cost of cement, sand and other consumables like hacksaw blade, oil, cotton thread etc.

Providing, fixing testing and commissioning of 600mm long Puddle Flange consisting of 6mm thick welded MS plate, flanges of sutible size property fixed in walls of water tanks as per specifications and approved drawings of following diameters. (for O.H Tank Only)

Supplying & fixing C.I. LD manhole cover of 600 mm dia with locking arrangement, for fixing on R.C.C. OH water tanks.

Supplying & fixing C.I. HD manhole cover of 600 mm dia with locking arrangement, for fixing on R.C.C. Rain Water Harvesting tank.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 74 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

0

PART – C: PVC SOIL,WASTE,VENT PIPES AND FITTINGS (INTERNAL)

1

Notes:

INTERNALa) 40mm dia (10kg / sq.cm pr. Rated) ( FOR WASH BASIN OUTLET ) Mtr. 495 0

b) 75mm dia (6kg / sq.cm pr. Rated) ( FOR WASTE WATER ) Mtr. 743 0

d) 110mm dia (6kg / sq.cm pr. Rated) ( FOR SOIL) Mtr. 239 0

2

Notes:

Shaft and Vertical & Horizontal Pipe ( EXTERNAL )a) Mtr. 869 0

b) Mtr. 927 0

c) Mtr. 2217 0

3

a) 100mm dia inlet 75mm dia out let (for WC & wash basin) Nos. 217 0

b) 100mm dia inlet 75mm dia out let (for Shower, Kitchen & balcony drain) Nos. 972 0

4

a) 100 mm dia Mtr. 238 0

b) 150 mm dia Mtr. 60 0

c) 200 mm dia Mtr. 93 0

5 Nos. 18 0

TOTAL FOR PART - B (CPVC / GI PIPES AND FITTNGS (INTERNAL AND EXTERNAL WATERSUPPLY):)

Providing, fixing, testing and commissioning of PVC soil, waste and vent pipe self fit type confirming to IS 13592 of SWR quality B CLASS including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with solvent cement followed by application of leak proof adhesive like FRP paste & laid on floors inside the toilets kitchen and utility to the required slope including making necessary bores in walls / foundations / concrete slab as applicable, making good the bores with CM 1:3 or cement concrete as applicable, curing etc., complete.

Rate Quoted shall be inclusive of cost of other consumables like hacksaw blade solvent cement etc.

Providing ,fixing, testing and commissioning of PVC soil, waste and vent pipe confirming to IS 13592 of SWR B GRADE quality 6 kg / sq.cm pressure rated including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring followed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI 'U' clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines laid in vertical shafts.

Rate Quoted shall be inclusive of cost of other consumables like hacksaw blade solvent cement etc.

75mm dia ( VENT -' A' CLASS UPVC SWR PIPE )

110mm dia (Balcony drain pipe)

110mm dia ( SOIL +WASTE )

Providing, fixing, testing and commissioning of PVC Nahani trap including PVC floor trap (Jali) or Multi Inlet Floor Trap of self cleansing design moulded or fabricated, if not available in size mentioned below, with or without vent arm arm jointing, with jali, with rubber ring / solvent cement followed by application of leak proof adhesive like FRP paste including making good the floors.

Providing and fixing testing and commissioning of PVC waste pipe of AGRI PIPES conforming to ISI ( PRESSURE RATED - 6 KG/ SQCM) including all fittings like tees, elbows, bends, collars, coupling, etc jointing with rubber ring / solvent cement followed by application of leak proof adhesive like FRP paste laid on floors inside the toilets to the required slope including making necessary bores in walls / foundations / concrete slab as applicable, making good the bores with CM 1:3 or cement concrete as applicable, curing etc., complete. The underground pipe require PCC, Encasing, Excavation & Backfilling and the cost for the same shall be included in this item.

Providing, fixing, testing and commissioning of PVC Gully Trap of 150 x 150 mm size with 100 mm dia outlet making excavation pit in all kinds of soil excluding soft rock and hard rock to a size of 600 x 600 mm and laying of 100 mm thick 1:4:8 mix cement concrete bed and constructing chamber with internal clear dimension of 300 x 300 mm using brick work 115 mm thick in cement mortar 1:6 up to a height of 300 mm above gully trap or up to 100 mm above paving level, plastering internal and external surface with cement mortar 1:4 to 15m thick finishing to smooth inside surface with necessary benching and channelling providing 150 x 150 mm size cast iron grating, including 40 mm thick precast RCC cover slab, clearing the surplus material, earth etc. complete.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 75 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

6

a) Nos. 8 0

b) Nos. 24 0

c) Nos. 8 0

7 Nos. 1 0

8 DRAINAGE

a) 150 mm dia. R.C.C. pipe metre 100 0b) 250 mm dia. R.C.C. pipe metre 325 0

0

PART – D: PVC RAIN WATER PIPES AND FITTINGS

1

Notes: Vertical for Typical Floors)

a) 110mm dia (6kg / sq.cm) Mtr. 940 0

2

a) 150 x 150mm PVC Grating ( on terrace floor ) Nos. 34 0

3

a) Mtr. 300 0

Construction of brick masonry Inspection Chambers of internal clear dimension as mentioned below by using first class table moulded modular bricks 230 mm thick wall in cement mortor joints in 1:4, over CC 1:4:8 bed 150 mm thick including providing precast RCC top slab in 1:2:4 Mix (1 cement: 2 Coarse sand: 8 graded stone aggregate), with angle iron frame, inside plastering 15mm thick with CM 1:3 (1 cement::3 fine sand) finished very smooth with floating coat of neat cement & making benching and channelling in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 gradedstone aggregate) neatly finished complete as per standard design and as per drawing and specifications. (The rate shall include necessary earth work excavation in all types of soil excluding soft and hard rock, back filling including consolidation disposing the excess earth to all leads curing, finishing etc., and back filling and completion)

Inside size of (450 x 900)mm. & depth not exceeding 800mm including providing . 450 x 900mm HEAVY DUTY RCC cover with MS l angle frame of size 75 x 75 x 6 mm thick.

Inside size of 900 x 600mm & depth not exceeding 1200mm including providing 900 x 600mm Heavy duty RCC cover with MS l angle frame of size 75 x75 x 6mm thick.

600 mm x1200mm dia chamber depth not exeeding 2.5 mtr.600mm Heavy duty RCC cover with MS l angle frame of size 75 x75 x 6mm thick.

Providing and fixing 150 x 230mm Sewer Trap in CC 1:2:4 as connected in last sewer chamber before conned to sewage treatement plant inlet.

NOTE : - The rates given for all the items under sub-head ‘ Drainage’ are applicable to work executed in soils above sub- soil water level. Extra allowance has to be made for work under sub- soil water level.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 of1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

TOTAL FOR PART - C ( PVC SOIL,WASTE,VENT PIPES AND FITTINGS (INTERNAL)

Providing ,fixing, testing and commissioning of PVC rain water pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cement followed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI 'U' clamps with bolts, nuts and GI washers complete, for rain water pipe lines laid in vertical shafts.

Rate Quoted shall be inclusive of cost of other consumables like hacksaw blade solvent cement etc.

Providing, fixing, testing and commissioning of PVC welded rain Water head / Khurras dome type grating with puddle flange to fix head in RCC slab specially fabricated from minimum 4mm thick PVC sheet, including removable heavy duty PVC grating of 50 x 3 mm thick PVC flats (Round or Square) as per approved design The quoted rate shall include for necessary grouting the khurras base with approved sealant complete all as shown in the drawing and as specified.

Supplying & Fixing rectangular storm water channel of 230 mm thick wall in cement block or bricks in 1:5 cement sand morter, 1:3 cement sand plaster smooth inside & rough outside 100 mm (4") thick 1:2:4 PCC coping to fix the angle nosing at top, 100 mm (4)" thick 1:3:6 PCC at bottom, excavation, backfilling, bailing or pumping out etc. complete in all respect. ( civil works in main contractor's scope)

Supplying & Fixing MS angle nosing fabricated out of 40 X 25 X 6 mm thick MS unequal angle with 20 mm dia. rod (round) x 75 mm long J shaped as per drawing welded at 600 mm C/C for anchoring for item No.2.1 above to fix grating.

Supplying & fixing CI Rain water grating including hinged & frame over storm water channel.450 mm (18") wide channel in slope 1:200 (depth 300 to 800mm) (this work is in main contractor's scope)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 76 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

4

a) 300mm x 300mm (Catch Basin) Nos. 39 0

b) 450mm x 450mm (Catch Basin) Nos. 22 0

5

a) dia 200mm RMT 205 0

b) dia 250mm RMT 150 0TOTAL FOR PART - D (PVC RAIN WATER PIPES AND FITTINGS) 0

PART - E - PUMPS AND ACCESSORIES

1

Set 1 0

a)

b)

c) 2no. pressure gauge 4" dial with valve tee and fittings.

d)

e)

f) Alarm indication with signal in the event of pump failure etc.The pump shall be suitable for the requirements as mentioned below:

i) Discharge -270 Lpmii) Head - 100 mtr.

2

Set 1 0

a)

b)

c) 2no. pressure gauge 4" dial with valve tee and fittings.

d)

e)

Alarm indication with signal in the event of pump failure etc.The pump shall be suitable for the requirements as mentioned below:

i) Discharge -230 Lpm

Construction of Catch Basin of size mentioned below upto 750 mm (depth) clear internal dimension for external storm water drainage with 230mm thick walls in well burnt table moulded bricks in CM 1:4 over a bed of 100 mm thick PCC 1:4:8 internal walls plastered smooth in CM 1:3 and external walls plastered in 1:3 with sponge finish. Fixing precast RCC grating of size 450 x 500mm on top surface flushed to the finished floor level with necessary excavation, back filling the selected excavated earth with all leads and lifts etc., complete.

Providing, laying, jointing testing and commissioning of and RCC hume pipes (NP2 class) conforming to IS: 458 with collar joint in CM 1:3 packing the collar joints with as bestos rope dipped in cement slurry, finishing the surface smooth with neat cement slurry, including, curing & laid to correct levels and required slope below ground in trenches up to required depth including excavation in all kind of soil excluding soft rock and hard rock, backfilling with available earth in layer not exceeding 20 cm in depth, watering, levelling consolidation, disposing the excess earth to all lead etc., complete.

DOMESTIC WATER TRANSFER PUMP( Inclusive Of Electrical Panel, outgoing cabels to pumps and Earthing)

Supply, installation, testing and commissioning of (1 working + one standby)submersible type domestic water pumps for pumping municipal / borewell water from U.G. sump to the over head domestic water tank at terrace level. The pumps shall be provided with: ( Inclusiove of control panel and cabling from panel till pumps )

Suitable control panel indoor wall mounting type withchange over switch including dry run protection and single phase preventor.Industrial type electronic liquid level controllers with stainless steel probes / sensors or float switch for automatic operation.

2nos. cast iron lever operated slim seal type butterfly valves of CI body and spheroidal graphite iron disc (SG iron),with nitrile rubber seal, tested to 10 kg / sq.cm Confrming to BS 5155 / MF6 standards and including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side

2nos. slimseal flap type check valve with CI body and cast steel disc pressure rating PN10 Kg / sq.cm including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side.

FLUSHING WATER TRANSFER PUMP( Inclusive Of Electrical Panel, outgoing cabels to pumps and Earthing)Supply, installation, testing and commissioning of (one working + one standby) submersible type flushing water pumps for pumping from U.G to the over head flushing water tank at terrace level. The pumps shall be provided with: ( Inclusiove of control panel and cabling from panel till pumps )

Suitable control panel indoor wall mounting type withchange over switch including dry run protection and single phase preventor.Industrial type electronic liquid level controllers with stainless steel probes / sensors or float switch for automatic operation.

2nos. cast iron lever operated slim seal type butterfly valves of CI body and spheroidal graphite iron disc (SG iron),with nitrile rubber seal, tested to 10 kg / sq.cm Confrming to BS 5155 / MF6 standards and including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side

2nos. slimseal flap type check valve with CI body and cast steel disc pressure rating PN10 Kg / sq.cm including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 77 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

ii) Head - 100 mtr.

3

Set 1 0

a)

b)

c) 2no. pressure gauge 4" dial with valve tee and fittings.

d)

e)

Alarm indication with signal in the event of pump failure etc.The pump shall be suitable for the requirements as mentioned below:

i) Discharge -250 LPM (1 w+1sb) follows above description.ii) Head - 25 mtr.

TOTAL FOR PART - E (PUMPS AND ACCESSORIES) 0

PART - F - SOLAR WATER HEATING SYSTEM WITH ACCESSORIES1 SOLAR PANELS & ACCESSORIES

i) Nos. 51 0

ii) Nos. 3 0

iii) Nos. 3 0

a) Lot. 1 0

iv) SITC of Booster pumps for the residential buildings (upper four floors) (1W+1S) Nos. 3 0

Note:

iii) Control Panel iv) All accessories required for the control of system as per control scheme. v) All interconnection piping

2 COMPOSITE PIPES AND FITTNGS

a

i) Rmt 726 0ii) Rmt 264 0iii) Rmt 292 0iv) Rmt 292 0v) Rmt 775 0vi) 65 mm nominal bore dia Pipes Rmt 117 0

b

i) 15 mm dia Nos 255 0ii) 40 mm dia Nos 90 0

c

i) 65 mm nominal bore Nos 6 0

RAIN WATER HARVESTING TRANSFER PUMP( Inclusive Of Electrical Panel, outgoing cabels to pumps and Earthing)Supply, installation, testing and commissioning of (one working + one standby) submersible type rain water harvesting water pumps for pumping from U.G to the under griund water tank at UG tank level. The pumps shall be provided with: ( Inclusiove of control panel and cabling from panel till pumps )

Suitable control panel indoor wall mounting type withchange over switch including dry run protection and single phase preventor.Industrial type electronic liquid level controllers with stainless steel probes / sensors or float switch for automatic operation.

2nos. cast iron lever operated slim seal type butterfly valves of CI body and spheroidal graphite iron disc (SG iron),with nitrile rubber seal, tested to 10 kg / sq.cm Confrming to BS 5155 / MF6 standards and including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side

2nos. slimseal flap type check valve with CI body and cast steel disc pressure rating PN10 Kg / sq.cm including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side.

Supply, installation, testing & commissioning of Residential floors solar panel to generate hot water with minimum capacity of each panel shall be 125 liters with all required interconnecting pipes, joints, connectors, adaptors, headers, timer, temp sensor, automation kit/panel etc.,structural supports, angles , frames etc., and all accessories as required to fulfill the complete technicality and functionality of the system.

Supply , installation , testing and commission of SS hot water storage tank Horizontal/Vertical of 2500 lit capacity as per site condition to withstand a working pressure of 5 Kg/sqcm .Including the structural steel work and the required painting. as per Engineer in charge. including the following.

Hot Water Circulation Pumps (1W +1S) of require capacities to supply the water to fixtures.All the required starter panel, piping, valves, reducers, union, bends and require supports.

i) Pumps with pressure gauges, reducers and flexible delivery, suction strainer, NRV butterfly valves ii) With high and low level sensors in OH and UG water tank with auto and start and stop. As per control scheme.

vi) Electrical connection to pumps from panel using suitable conductors and earthing of equipment.

Providing and fixing Composite pipes, having thermal stability for hot water supply, corrosion resistance, scale free, inert to acids & chemicals, smooth flow & malleability, fittings sall be comeression fittings, i/c fixing the pipe with clamps at 1.0 m spacing. The cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.

15 mm nominal outer dia Pipes20 mm nominal outer dia Pipes25 mm nominal outer dia Pipes32 mm nominal outer dia Pipes40 mm nominal outer dia Pipes

Providing and fixing of brass Ball Valve of approved make & quality with accessories.

Providing and fixing of Butterfly Valve of approved make & quality with accessories.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architect: Hiten Sethi Architects Pvt.Ltd.

Bank of India Phase 2 Plumbing BOQ Page 78 of 91

S.NO DESCRIPTION UNIT QUANTITY RATE

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

AMOUNT IN Rs.

d

i) 40 mm dia Nos 18 0

e

i) 15 mm nominal bore Nos 252 0TOTAL FOR PART - F (SOLAR WATER HEATING WITH ACCESSORIES) 0

Providing and fixing Pressure Reducing valves of approved make as indicated in list of make including two valve, union, taflon tap etc. Contractor to set pressure as per instructions from consultant during execution.

Providing and fixing of Non Return Valve of approved make & quality with accessories.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS ARCHITECTS: Hiten Sethi Architects Pvt Ltd

ESTIMATE :Fire Fighting 05/08/2023 Page 79 of 91

SR.NO.D SUMMARY FOR FIRE FIGHTING WORK

PART DESCRIPTION AMOUNT ( Rs. )

A FIRE PUMP ROOM EQUIPMENT (FIRE PUMPS & ACCESSARIES) 0

B INTERNAL WET RISER CUM DOWN COMER SYSTEM 0

C EXTERNAL YARD HYDRANT SYSTEM 0

D AUTOMATIC SPRINKLER SYSTEM 0

E FIRE EXTINGUISHERS 0

F CIVIL WORKS 0

GRAND TOTAL OF SR.NO.D FOR FIRE FIGHTING WORK 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 80 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

FIREFIGHTING WORK

A FIRE PUMP ROOM EQUIPMENT (FIRE PUMPS & ACCESSARIES)

1.0 Nos. 1 0

2.0 Nos. 1 0

3.0 Nos. 1 0

4.0 No. 2 0

5.0 Nos 1 0

6.0 Control Panel for Fire pumps. (As per SLD)

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

FIRE PUMPS ( All Pumps are Negative Suction type installed above Fire Tank )Note: Fire Fighting Contractor shall provide R.C.C. foundations with 1" THK. Neoprine vibration pads / FLEXIBLE CONNECTOR in accordance with the specifications of Manufacturers. No extra shall be paid on this account.

Supplying, installing, testing and commissioning of electrical motor driven, NEGATIVE SUCTION centrifugal type, vertical, multistage Main Fire Hydrant Pump of capacity 2850 LPM at 125 MTR HEAD coupled to TEFC electrical motor. The electric motor shall be of rated HP and speed and suitable for operation at 415V, 50Hz. The pump shall be of cast iron construction with bronze impeller, stainless steel shaft, flexible coupling and gland packing seal. The complete unit shall be mounted on a common structural steel base frame and shall include accessories such as foundation bolts, casing relief valve, pressure relief valve etc and as specified in the technical specifications.

Supplying, installing, testing and commissioning of electrical motor driven, NEGATIVE SUCTION centrifugal type, vertical, multistage Main Sprinkler Pump of capacity 2850 LPM at 125 MTR HEAD coupled to TEFC electrical motor. The electric motor shall be of rated HP and speed and suitable for operation at 415V, 50Hz. The pump shall be of cast iron construction with bronze impeller, stainless steel shaft, flexible coupling and gland packing seal. The complete unit shall be mounted on a common structural steel base frame and shall include accessories such as foundation bolts, casing relief valve, pressure relief valve etc and as specified in the technical specifications.

Supplying, installing, testing and commissioning of electrical motor driven, NEGATIVE SUCTION centrifugal type, vertical, multistage Main Standby Pump of capacity 2850 LPM at 125 MTR HEAD coupled to TEFC electrical motor. The electric motor shall be of rated HP and speed and suitable for operation at 415V, 50Hz. The pump shall be of cast iron construction with bronze impeller, stainless steel shaft, flexible coupling and gland packing seal. The complete unit shall be mounted on a common structural steel base frame and shall include accessories such as foundation bolts, casing relief valve, pressure relief valve etc and as specified in the technical specifications.

Supplying, installing, testing and commissioning of electrical motor driven, NEGATIVE SUCTION centrifugal type, vertical, multistage Common Jockey Pump of capacity 180 LPM at 125 MTR HEAD coupled to TEFC electrical motor. The electric motor shall be of rated HP and speed and suitable for operation at 415V, 50Hz. The pump shall be of cast iron construction with bronze impeller, stainless steel shaft, flexible coupling and gland packing seal. The complete unit shall be mounted on a common structural steel base frame and shall include accessories such as foundation bolts, casing relief valve, pressure relief valve etc and as specified in the technical specifications.

Supply, erection, testing & commissioning of electrical motor driven Booster Pump of vertical inle type capable to deliver 900 LPM at 35 MWC .The pump shall be coupled to TEFC motor of suitable HP with speed of 2900RPM and complete set shall mounted on common base frame. The quoted rate shall includes providing & fixing of RCC foundation( as recommended by manufacturer) and Foundation bolts etc.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 81 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

No. 1 0

INCOMING a) 1 no. 630 A 4P MCCB (36 KA)

b)

c) 1 Set of RYB indicating lamps with individual HRC control fuses.

OUTGOINGFeeder for Booster Pumps - 1No.1 No.40A TP MCB

Feeder for Jockey pump - 1 No.1 No.32A TP MCB

Feeder for Main Sprinkler pump - 1 No.1 No.200A TP MCCB

Feeder for Main Fire Hydrant pump - 1 No.1 No.200A TP MCCB

Feeder for Main Stand by pump - 1 No.1 No.200A TP MCCB

Feeder for Spare - 1 No.1 No.200A TP MCCB Feeder for Spare - 1 No.1 No.32A TP MCB

7.0 Nos. 1 0

8.0 1100 V GRADE POWER / CONTROL CABLES

8.1

a Rmt 350 0

Manufacturing, supplying, installing, testing and commissioning of compartmentalised common control panel for Electrical motor driven pumps in accordance with the technical specifications. Panel shall be IP 65 rated. The ratings given below for the components are indicative, however the bidder shall verify and, if justified, modify the ratings considering the actual motor ratings and load. All modifications shall be substantiated with necessary technical backup and calculations to be submitted along with the bid for evaluation.

1 Sets of 630 Amps. TP+N Al. Bus bars with colour coded heat shrinkable PVC sleeves ( shortcircuit withstand 36ka for 1sec.).

Star delta starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.

Star delta starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.

Star delta starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.

Star delta starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.

Star delta starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.

All the components shall be housed in a common cubical made of 16 swg. M.S. sheet with required stiffners ( if required). The panel shall be powder coated of approved colour both inside & out side. The panel shall have both bottom & top cable entry provis

Panel shall have necessary NO/NC contacts for extending the status of Fire Pumps to the Fire alarm panel as specified in the technical specifications.

Panel shall have necessary NO/NC contacts for extending the status of Fire Pumps to the Fire alarm panel as specified in the technical specifications.

All the pumps sholud have pressure switch connectivity to the control panel.1. Pump On /Off command, On /Off status, Pumps Trip Status,Pump A/M status Etc. Vendor sholud provide potential free contacts in starter panels for all the pumps.

Supply, erection, testing and commissioning of Auto Start Panel with emergency Start / Stop feature, weather proof type for Booster pump at terrace level.

Supplying, laying, testing & commissioning of FRLS, PVC outer sheath, steel armoured, aluminium / copper conductor, 1100v grade power cables. The cables shall be laid in tray / Hume pipe / in trenches/on walls/ floor etc. as required. For cables laid out door the rate shall include earth excavation providing brick and sand protection, refilling and compacting the earth.The rate shall exclude tray & Hume pipes.The size of cables shall as indicated below but will be selected to suit the final selected motor ratings.

4C x 16 sq.mm. Al conductor armoured cable. ( Panel to Floor isolator at terrace)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 82 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

b 3C x 4 sq.mm. cu conductor wire. (Booster Pump) Rmt 270 0c 3C x 10 sq.mm. cu conductor wire. (Jockey Pump) Rmt 30 0

d Rmt 100 0

e 2C x 1.5 Sqmm Cu cable for instrumentation Rmt 100 0

9.0

a 3C x 6 sq.mm. cu conductor wire. (Booster Pump) Nos. 6 0b 3C x 10 sq.mm. cu conductor wire. (Jockey Pump) Nos. 4 0

c Nos. 12 0

10.0 CABLE TRAY

10.1 150 X 50 mm wide tray - perforated Rmt 20 010.2 300 mm x 50mm wide tray - ladder Rmt 30 0

11.0 Rmt 25 0

12.0

a) Supply and fixing accessories like earthing clamp, saddle, etc.

b)

c) Supply of Test links (Copper) etc.d) Supply and fixing of equipotential bar.

12.1 8 SWG G.I conductors. Rmt 100 0

13.0

a 200mm NB (for discharge header) Rmt 15 0

b 150mm NB (for delivery , test line & suction ) Rmt 60 0

c 100mm NB (for Jockey & Booster suction) Rmt 15 0

d 80mm NB (for Jockey & Booster delivery ) Rmt 25 0

e 50mm NB (for) Rmt 18 0

f 32mm NB (for priming piping and sprinkler) Rmt 15 0

g 25mm NB (for drain and sprinkler) Rmt 26 0

14.0

a) 200 mm nominal dia Nos. 1 0b) 150 mm nominal dia Nos. 4 0c) 80 mm nominal dia Nos. 1 0

3C x 150 Sqmm Al conductor armoured cable (Main working & standby pumps)

Providing & Installation of cable terminations for the above cables including Double compression type chrome plated brass glands and lugs(crimping type), PVC taping with Gland Cap as required and all accessories complete.

3C x 150 Sqmm Al conductor armoured cable (Main working & standby pumps)

Supply and installation of sheet steel ladder, perforated type cable trays without cover. The rate shall include bends, Tees, all supporting brackets, anchor fasteners, screws, bolts, nuts etc., including painting of cable trays. Thickness of sheet steel shall be 2mm.

G.I. Earthing strips of 50mm x 6mm thick, strip shall be run on floor / ceiling / walls, from the equipment to the nearest Earth pit with neccessory accessories as required. ( Earth pit shall be executed by other agencies).

Supply, laying, connection and testing bare earthing conductor for inter-connecting the earthing stations and various equipment ( fire pumps) in built up trenches, RCC Shafts, walls/ceiling, burried in ground generally as specified and shown on the drawing complete with :

Supply of corrosion protection of buried conductors with bituminous coating

Supplying, installing, testing and commissioning of GI Pipes C class conforming to IS 1239 Pt - I Heavy grade for sizes up to 150mm / IS 3589, 6mm thick for sizes above 150mm with threaded / welded fittings such as flanges, elbows, tees, reducers etc according to the technical specifications and drawings. Rates shall be inclusive of painting, rigid structural supports, anchor fasteners, bolts, nuts ( Galvanised), clamps, "U" bolts, etc. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls / floor and making them good with filler material and finished in cement morter etc. complete.

Supplying, installing, testing and commissioning of C.I. Non-return valves as per IS:5312( PN 16) swing check type with required flanges, nuts, bolts and gaskets etc. complete. ( All fire pumps delivery & Header line)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 83 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

15.0

b) 80 mm nominal dia Nos. 1 0c) 65 mm nominal dia Nos. 1 0d) 50 mm nominal dia Nos. 1 0

16.0

a) 200mm nominal dia (Gear Operated) Nos. 1 0b) 150mm nominal dia (Main pump delivery, Test drain & headers) Nos. 9 0c) 100mm nominal dia Nos. 1 0d) 80mm nominal dia (Jockey pump delivery line) Nos. 4 0e) 65 mm nominal dia Nos. 1 0

17.0

a) 100mm nominal dia (Booster pump suction) Nos. 1 0b) 80mm nominal dia (Booster pump delivery line) Nos. 1 0c) 50mm nominal dia Nos. 6 0

18.0

a) 100mm dia. Nos. 1 0

19.0

a) 15mm dia. Nos. 5 0b) 20mm dia. Nos. 18 0

c) Nos. 15 0

d) 32 mm dia Nos. 1 0

20.0 Set 5 0

21.0 Set 7 0

22.0

a) 150mm dia. Nos. 3 0b) 100mm dia. Nos. 1 0

23.0 Nos. 1 0

Supplying, installing, testing and commissioning of C.I. Non-return valves as per IS:5312 ( PN 10) swing check type with required flanges, nuts, bolts and gaskets etc. complete. For Booster pump discharge

Supplying, Installing, testing and commissioning CI butterfly valves as per BS 5155 ( PN 16) slim seal standared lever operated type with required flanges, nuts, bolts etc. complete.The valve shall be fitted with Supervisory switch for monitoring.

Supplying, Installing, testing and commissioning CI butterfly valves as per BS 5155 ( PN 10) slim seal standared lever operated type with required flanges, nuts, bolts etc. complete.The valve shall be fitted with Supervisory switch for monitoring. FOR BOOSTER PUMP

Supplying, installing and commissioning C.I.flanged "Y" type Strainer with SS mesh,suitable flanges, nuts, bolts, gaskets etc. complete. (Booster pump)

Supplying, installing, testing and commissioning of Gun metal chrome finished Ball valves with fittings of screwed end type.

25 mm dia (for drain of pressure sensing manifold and priming connection)

Supplying, installing, testing and commissioning of pressure switches of suitable range for pumpsets complete with ball valves for isolation and fittings such as unions / elbows / reducers etc. Pressure switches for jockey and booster pumps shall be differential type with both high and low settings.

Supplying, installing, testing and commissioning of pressure gauges of suitable range for pumpsets complete with ball valves for isolation, siphon and fittings.

Supply, Installation of Brass FOOT VALVE with M S flange ,Rubber gasket ,Nut and Bolts. ( with inbuilt Strainer & NRV flap) on bottom of suction line of each pump in Fire Tank.

Providing & fixing of 1000 lit . capacity Priming tank made up of M.S for fire pump susction. The tank shall be mounted at 2.3 m above finished floor level and shall be supported on angle iron supports. The angle iron supports shall be indicated in the quote. All fabricated steel portion shall be painted with two coats of primer and two coats of synthetic enamel paint. The tank shall have float level, 450 mm dia manhole with cover, vent, drain with valve, over flow pipe , float valve complete. The tank shall be epoxy coated from inside and with two coats of redoxide paint on outside surface.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 84 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

24.0 No. 2 0

TOTAL FOR PART - A (FIRE PUMPS & ACCESSARIES) 0

B INTERNAL WET RISER CUM DOWN COMER SYSTEM

1.0

a 150mm NB Rmt 144 0

b 100mm NB Rmt 32 0

c 80mm NB Rmt 77 0

2.0

a Nos. 21 0

b Nos. 12 0

c Nos. 33 0

d Nos. 21 0

3.0 Nos 12 0

4.0 Nos 21 0

5.0 Nos. 2 0

6.0

a 25mm dia. Nos. 6 0

Supplying, installing, testing and commissioning of pressure vessel tank 300 dia x 1200mm m.s cylindrical type Air vessel shall be of size and capacity indicated in schedule of quantities. It shall be provided at the fire pump house (as specified). The tank shall be complete with 20mm dia. Brass Air Valve (Ball type), Stop Valve (20mm dia), Drain Valve (20mm dia) and pressure gauge includ¬ing 20mm dia. Mild Steel Galvanized pipes and fittings as required to complete the work as per site conditions.

Supplying, installing, testing and commissioning of GI "C Class" Pipes conforming to IS 1239 Pt - I Heavy grade for size up to 150mm / IS 3589, 6mm thick for size above 150mm with threaded / welded fittings such as flanges, elbows, tees, reducers etc laid above ground according to the technical specifications and drawings. Rates shall be inclusive of painting, rigid structural supports, anchor fasteners, bolts, nuts ( Galvanised), clamps, "U" bolts, etc. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls / floor and making them good with filler material and finished in cement morter etc. complete.

Supplying, installing, testing and commissioning of internal hydrants comprising of the following in the fire duct:

Double headed oblique type hydrant valve as per IS 5290, of gunmetal construction with100mm dia flanged inlet drilled as per IS : 1538, class 150, outlet of 63 mm dia female instantaneous coupling with spring lock, blank cap with MS galvanised chain and CI hand wheel. The hydrant valve shall be ISI marked.

2 lengths of 15Mtr long, 63mm dia RRL hose conforming to IS : 636 Type A with instantaneuos male / female gun metal couplings conforming to IS : 903. The hoses shall be ISI marked.

1 No. gun metal 63mm dia short branch pipe with nozzle of 19mm dia conforming to IS : 903. The branch pipe shall be ISI marked.

Automatic first-aid hose reel swinging type with aluminium die-cast, red epoxy polyester powder coated drum containing 19mm dia, 40Mtr length rubber braided hose. The unit shall be complete with 20mm dia shut-off valve, jet/spray nylon nozzle and wall mounting bracket with swivel arm.

M.S. cabinet double compartment, free standing, wall mounted type fabricated out of M.S. sheet 16 gauge thick, with each compartment having glass fronted ( 4mm thick glass with rubber beeding) single leaf door in accordance with the specifications and drawings. Size of the cabinet shall be 1800mm(L) x 800mm(W) x 450mm(D). Quoted rate shall include suitable fixing arrangement with all necessary fixing bolts, nuts, washers, fasteners etc. The cabinet shall be powder coated of approved colour both inside and out side as specified.

Providing and fixing bronze orifice disc for fire hydrant system to control the pressure within 3.5 Kgs/cm2 all complete as per specification and direction of the engineer-in-charge (nominal diameter ranging from 50mm to 15mm)

Supplying, installing, testing and commissioning of approved make 25mm dia. automatic air release valve with unions etc. complete at the top of the wet risers as specified and shown on drawings.

Supplying, installing, testing and commissioning of Gun metal chrome finished Ball valves with fittings of screwed end type.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 85 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

0

C EXTERNAL YARD HYDRANT SYSTEM

1.0

a 150mm NB Rmt 764.23 0

b 100mm NB Rmt 248.4 0

c 80mm NB Rmt 412.88 0

2.0

a 150mm NB ( FOR FIRE BRIGADE INLET ) Nos. 1 0

3.0

a 150mm NB ( FOR FIRE BRIGADE INLET ) Nos. 1 0

4.0

a 80mm NB (for single headed hydrant standpost) Nos. 12 0

5.0

a Nos. 12 0

b Nos. 21 0

c Nos. 21 0

d Nos. 21 0

TOTAL FOR PART - B (INTERNAL WET RISER CUM DOWN COMER SYSTEM )

Supplying, installing, testing and commissioning of G.I ''C Class" Pipes confirming to IS 1239 Pt - I Heavy grade with welded fittings such as elbows, flanges, tees, reducers etc laid below ground according to technical specifications and drawings. Rates shall be inclusive of excavation and refilling of soil, anticorrosive treatment with 4 mm thick polymer corroson resistance tape as per IS 10221 etc. Overlap shall be of 15 mm minimum.

Supplying, installing, testing and commissioning of C.I. non-rising spindle type gate valve as per IS:14846 ( PN25) with flanged ends drilled as per IS : 1538, Table - 4&6. The valves shall be ISI marked. Rates shall be inclusive of galvanised bolts, nuts, washers and gaskets as specified in the Technical specifications. The valve shall be installed in masonary wall chamber with extention spindle for operating the valves from the floor level.

Supplying, installing, testing and commissioning of C.I. swing check type/insertion flap type non-return valves as per IS:5312 ( PN25) with flanged ends drilled as per IS : 1538, Table - 4&6. The valves shall be ISI marked. Rates shall be inclusive of galvanised bolts, nuts and washers and gaskets as specified in the technical specifications.

Supplying, installing, testing and commissioning CI wafer type, slim seal butterfly valves as per BS 5155 ( PN16). Valves upto and including 150mm size shall be standard lever operated typeand above 150mm shall be gear operated type. Rates shall be inclusive of galvanised bolts,nuts, washeres and gaskets. The Vlave shall be fitted with supervisory switch for monitoring.

Supplying, installing, testing and commissioning of yard hydrant comprising of the following,

Single headed oblique type hydrant valve as per IS 5290, of gunmetal construction with 80mm dia flanged inlet drilled as per IS : 1538, class 150, outlet of 63 mm dia female instantaneous coupling with spring lock, blank cap with MS galvanised chain and CI hand wheel. The hydrant valve shall be fixed on a standpost fabricated of GI pipe 80mm dia with flanged end and shall be at a height of 1200mm from the finished ground level. Portion of standpipe below ground shall be provided with anti-corrosive treatment with 4mm thick polymer corrosion resistant tape as per IS 10221 with overlap of min. 15mm. The standpipe shall be complete with galvanised bolts, nuts and washers and gaskets duly painted to approved shade as specified. The hydrant valve shall be ISI marked.

2 lengths of 15 M long, 63mm dia CP hose conforming to IS : 8423 with instantaneuos male / female gun metal couplings conforming to IS : 903. The hoses shall be ISI marked.

1 No. gun metal 63mm dia short branch pipe with nozzle of 19mm dia conforming to IS : 903. The branch pipe shall be ISI marked.

Providing and fixing bronze orifice disc for fire hydrant system to control the pressure within 3.5 Kgs/cm2 all complete as per specification and direction of the engineer-in-charge (nominal diameter ranging from 50mm to 15mm)

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 86 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

e Nos. 21 0

6.0 Nos. 1 0

TOTAL FOR PART - C (EXTERNAL YARD HYDRANT SYSTEM) 0

D AUTOMATIC SPRINKLER SYSTEM

1.0

a) 150mm NB ( Riser & internal branch ) Rmt 28 0

b) 100mm NB ( Internal branch ) Rmt 7 0

c) 80mm NB ( Internal branch ) Rmt 91 0

d) 65mm NB ( Internal branch ) Rmt 216 0

e) 50mm NB ( Internal branch & Sprinkler drain riser pipe) Rmt 148 0

f) 40mm NB ( Internal branch ) Rmt 148 0

g) 32mm NB ( Internal branch & Sprinkler drain ) Rmt 247 0

h) 25mm NB ( Internal branch ) Rmt 765 0

2.0

a) 150mm NB Rmt 120 0

3.0

a) 150mm Nos 1 0

4.0

a) 150mm NB Nos. 3 0

b) 100mm NB Nos 1 0

M.S. hose cabinet free standing, pedestal mounted type fabricated out of M.S. sheet 16 gauge thick, with glass fronted ( 4mm thick glass with rubber beeding) double leaf door in accordance with the specifications and drawings. Size of the cabinet shall be 750mm(L) x 600mm(W) x 250mm(D). Quoted rate shall include suitable pedestal support for mounting, fabricated of galvanised channel min, 75 x 40 x 6mm thick with all necessary fixing bolts, nuts, washers, fasteners etc. The cabinet shall be powder coated of approved colour both inside and out side as specified.

Supplying, installing, testing and commissioning of 4-way fire brigade inlet connection with 4 nos. 63 mm dia. built - in gun metal non- return valves with outlets instantaneous coupling type arranged on 150 mm dia. pipe manifold. The fire brigade inlet is connected to wet riser main through 150mm dia GI pipe and shall be complete with C.I. butterfly valve, C.I. non-return valve and M.S. cabinet of suitable size with mounting supports etc. complete. A 25mm dia drain valve shall be provided on the pipe manifold.

Supplying, installing, testing and commissioning of G.I.C class Pipes conforming to IS 1239 Pt - I Heavy grade with threaded / welded fittings such as flanges, elbows, tees, reducers etc laid above ground according to the technical specifications and drawings. Rates shall be inclusive of painting, rigid structural supports, anchor fasteners, bolts, nuts ( Galvanised), clamps, "U" bolts, etc. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls / floor and making them good with filler material and finished in cement morter etc. complete.

Supplying, installing, testing and commissioning of G.I. "C Class'' Pipes confirming to IS 1239 Pt - I Heavy grade with welded fittings such as elbows, flanges, tees, reducers etc laid below ground according to technical specifications and drawings. Rates shall be inclusive of anticorrosive treatment with 4 mm thick polymer corrosion resistant tape as per IS 10221, overlap shall be 15mm minimum.

Supplying, installing, testing and commissioning of hydraulically operated sprinkler alarm control valve, with water motor gong bell and trims as required, pressure gauges, drain valves, ball valves, check valves, strainers etc. complete. Alarm valve shall be UL Listed / FM approved.

Supplying, installing, testing and commissioning CI wafer type, slim seal butterfly valves as per BS 5155 ( PN16). Valves upto and including 150mm size shall be standard lever operated type and above 150mm shall be gear operated type. Rates shall be inclusive of galvanised bolts, nuts and washers and gaskets.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 87 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

c) 80mm NB Nos 1 0

d) 65mm NB Nos 20 0

e) 50mm NB Nos 2 0

f) 40mm NB (Drain connection) Nos 18 0

5.0

a) 65 mm dia Orifice Plate Nos 7 0

b) 80 mm dia Orifice Plate Nos 15 0

c) 100 mm dia Orifice Plate Nos 10 0

d) 150 mm dia Orifice Plate Nos 1 0

6.0

a) 150mm NB Nos. 1 0

b) 100mm NB Nos 1 0

c) 65mm NB Nos 16 0

7.0

a) 25 mm dia as test valve with sight glass Nos 21 0

8.0

a) Pendent type - 68°C for lift lobby & passage Nos. 297 0

b) Pendent type - 79°C for parking / fire check / service area Nos. 148 0

9.0

a) Nos 297 0

10.0 Nos. 297 0

TOTAL FOR PART - D (AUTOMATIC SPRINKLER SYSTEM) 0

E FIRE EXTINGUISHERS

1.0

a) Nos. 4 0

SS orifice plate of thickness 5 mm complete with identification tag, rubber insertions, nuts, bolts, washers etc suitable for following pipe

Supplying, installing, testing and commissioning Flow Switch on sprinkler distribution header on each floor including Socket and shall be connected to fire alarm panel. Cabling and interface unit for connection to fire alarm panel is excluded from this scope of work.

Supplying, installing, testing and commissioning of gun metal chrome finished Ball Valve for test and drain connection, with fittings of screwed end type.

Supplying, installing, testing and commissioning conventional, standard response sprinkler head, quartzoid bulb type with 15mm screwed end connection of temperature rating 68°C. Sprinkler shall be of brass construction, chrome finish with orifice not less than 6mm.Sprinklers shall be UL Listed / FM approved.

Supplying and fixing of approved type rosette plates for sprinklers below false ceiling area.The Rosette shall be fabricated by M.S. plate of 2mm thick and the finish shall be powder coated and color shall be as approved by architects / clients.

Supplying, installing, testing and commissioning of stainless steel corrugated flexible drop pipe for connecting sprinklers on false ceiling. Flexible pipe shall 25mm dia with screwed inlet of 25mm dia and screwed outlet of 15mm dia. The flexible pipe shall be rated for 16 bar pressure and of 1000mm length. The unit shall be complete with all necessary fittings and fixing accessories.

Supplying, installing and commissioning Portable Fire extinguishers of following type & capacity.

Dry chemical powder type fire extinguisher (ABC type) of 10 Kgs. Capacity, with initial filling in brand new cylinder with powder coated finish, fitted with Gun metal union, high pressure CO2 gas cartridge, discharge hose, wall mounting bracket etc. complete, confirming to IS:2171.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Estimate :Fire Fighting 05/08/2023 Page 88 of 91

SR.NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

( In Figures) ( In Words )

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

b) Nos. 26 0

c Nos. 8 0

d Fire bucket stand fabricated by MS angles to install 2 Nos. of buckets. Nos. 4 0

TOTAL FOR PART - E (FIRE EXTINGUISHERS) 0

F CIVIL WORKS

1.0

a) Excavation in all kinds of soil Cum. 900 0

b) Cutting of Rock with chiselling Cum. 147 0

2.0 Rmt. 20 0

3.0 Nos. 5 0

4.0

a) Size - 230 X 230 X 300 Nos 104 0b) Size - 230 X 450 X 300 Nos 264 0

5.0 Kgs 4815 0

TOTAL FOR PART - F (CIVIL WORK) 0TOTAL CARRIED FORWARD TO SUMMARY ###

Dry chemical powder type fire extinguisher of 5 Kgs. Capacity, with initial filling in brand new cylinder with powder coated finish, fitted with Gun metal union, high pressure CO2 gas cartridge, discharge hose, wall mounting bracket etc. complete, confirming to IS:2171.

Fire buckets round bottom type enamel painted, white inside & Red out side and Letter "FIRE" in black out side and handle with mounting bracket.

Exacavation of trenches up to 1.5 mts. in depth, for laying pipes upto 150mm dia. including forming bottom surface to required level, refilling the trenches with selected excavated earth around th pipe in layers of 150mm thick, watering, consolidating. Quoted price shall be inclusive of disposing off / carting away the surplus earth out side the site to a dump yard acceptable to local bodies or as directed by the site engineer with a lead of 300 mts. etc. complete.

Supply and installation of RCC hume pipes of 300 mm dia & NP 2 Class with collars for road / below floor crossing of Fire water pipes. The rate shall includes excavation, PCC ( 1:4:8 100 mm thick) bed and ends shall be closed with brick masonry work as directed by site engineer.

Supply & Construction of valve chamber with 230 mm brick masonry wall with best quality TM bricks & CM 1:4,on a PCC 1:4;8 bed of 100 mm thcik.The wall shall be plastered internally smooth in CM 1:3, water proofing as required and externally rough plastered with sponge finish, including curing. The chamber shall be provided with M.S. 6 / 8 mm thick plate fabricated top cover in leaves with neccessory hinges and locking arrangement. The size of the chamber shall be 1200mm x 1200mm x1500mm in depth.

Supplyand construction of PCC (1:2:4) pedastals / supports for under ground / above ground pipes. Quoted rate shall inclusive of excavation ( if required ), chipping / chasing, shuttering, plastering ( if required) etc. complete.

Sealing of Fire shafts at each floor levels by using M.S. angle Iorn frame around the shaft, M.S. chequered plate and PCC of 1:2:4 ( 100mm thick) on the plate for whole shaft area as per drawings and engineer - in - charge.

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS ARCHITECTS: Hiten Sethi Architects Pvt Ltd

Lift work 05/08/2023 Page 89 of 91

SR .NO. E SUMMARY FOR LIFT WORK

PART DESCRIPTION AMOUNT ( Rs. )

A ELEVATOR WORK 0

TOTAL OF SR.NO.E FOR ELEVATOR WORK 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

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PROPOSED REDVELOPMENT FOR BANK OF INDIA STAFF QUARTERS Architects : Hiten Sethi Architects Private Limited

Elevator work Page 90 of 91

SR.NO DESCRIPTION UNIT QTY RATE AMOUNT

PART 'A' ( In Figures) ( In Words )

E Lift WORK

1.0 Nos 2 0

2.0 Nos. 1 0

TOTAL OF PART 'A' LIFT WORK 0

PROPOSED REDEVELOPMENT OF RESIDENTIAL BUILDING (C-1-2-3 & 4) AT BANK OFFICERS COMPLEX, SECTOR-13, NERUL, NAVI MUMBAI

Providing, installing, commissioning, testing and maintaining Lift machine room less (speed shall be 1.5 m/sec) with 10 passenger capacity (610 Kgs) including all civil, electrical and allied works including required scaffolding etc. all complete as per the specifications and to the entire satisfaction of the ARCHITECT/CLIENT.

Providing, installing, commissioning, testing and maintaining Lift machine room less(speed shall be 1.5 m/sec) with 15 passenger capacity (1020 Kgs) including all civil, electrical and allied works including required scaffolding etc. all complete as per the specifications and to the entire satisfaction of the ARCHITECT/CLIENT.