Construction of an outdoor institutional RCC semi Olympic swimming pool including Changing rooms, Plant room, Filtration system and Associated Works on EPC Basis and Operation and maintenance for 12 months

2 Providing and laying in position cement concrete of 1:4:8 grade (PCC)

3 Providing & laying stone soling for level / base course with stone of size 100mm to 600mm with screenings & filler

materials(combination of aggrgate & stone dust etc.) including packing, ramming and dressing, etc. complete and as Cum 410.00

per direction of Engineer incharge.

4 Centering and shuttering including strutting, propping etc. and removal of form work Sqm 724.00

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

concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve durability and workability without impairing strength; including pumping of Cum 235.00

concrete to site of laying, curing, carriage for all leads (up to plinth level) Concrete of min M35 grade

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

complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

7 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick

work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1

cement : 6 coarse sand) 6.26.1 From ground level upto plinth level (DSR 23, V1, 6.26.1, Pg.325, 7361.35/cum) Cum 62.00

8 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per

square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly Sqm 647.00

soaked in kerosene oil.

9 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S.

(non modular) bricks of class designation 7.5

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

concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve durability and workability without impairing strength; including pumping of

concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up Cum 6.00

to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement

content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have

discretion to either re-design the mix or bear the cost of extra cement. Minimum Concrete of M30 grade

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

complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

12 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

13 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick

work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 Cum 3.00

cement : 6 coarse sand) 6.26.1 Above plinth level

14 15 mm cement plaster on rough side of single or half brick wall of mix:

1:4 (1 cement: 4 coarse sand) Sqm 268.00

15 12 mm cement plaster of mix :

1:4 (1 cement: 4 coarse sand)

16 Finishing walls with Acrylic Smooth exterior paint of required shade :

a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied Sqm 123.00

@ 0.9 litre/10 sqm)

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

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

Digitally signed by VIVEK

Description of Item Unit Qty.

18 Providing and laying china mosaic flooring on terrace with 6 mm thk white or coloured glazed tiles chips of min. 25-

35 mm approved square or rectanglular shape and fixing it. Before starting a work remuve all old existing floorinf and

open old surface with wire brush and fill cracks if shown with water proof material then for making level gps work

done in min. 45-50 mm thk and fixing china mosaic in cement mortar 1:3 with neet cement slurry at top and filling the Sqm 641.00

gap with white or colour cement with finishing smooth surface and even shade including cleaning of all dust ,dirt and

other foreign mater rate including for making colour patta round vata with fixing neccsary water spout opening gap

19 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, Kg 2750.00

railings, brackets, gates and similar works (10.25.2)

20 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3

mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction Sqm 400.00

of Engineer-in-charge. (16.71)

21 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement

mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :

6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all

complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter Each 10.00

conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

22 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20

mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and

pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing Sqm 265.00

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

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

23 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water

proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer

for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre

and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing

all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall

be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in Sqm 500.00

longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility

shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done

through the authorised applicator of the manufacturer of membrane : 14.91.1 3 mm thick (DSR 23, V2, 14.91.1,

24 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash

fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable Kg 1500.00

arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

25 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block

board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel Sqm 3.00

butt hinges with necessary screws.

26 Providing & fixing of modular toilet cubicles (Sturdo Classique-Evergreen series of Greenlam Industries or Titan 12

mm Box-up series of Merino or T-Line or approved equivalent) consisting of high pressure 12 mm thick compact

laminated board as per IS 2046 (Indian Standards) and as per fire retardant BS-476/97 standards with phenolic core

panels for partitions of intermediate divider, doors (The cubicle shall have dimensions of 1550 mm depth x 1000 mm

width x 1980 mm height with a door size of minimum 600 mm(W) x 1750mm(H), head rail on top of panels and

panels shall be fixed on the floor with a clearance of maximum 150 mm using stainless steel satin finish adjustable Nos 8.00

legs screwed to the floor.) including providing and finishing stainless steel (SS) lock set, SS door knob, SS gravity

self-closing hinge, SS coat hook with door stopper, SS U channel, SS head rail, SS adjustable foot, SS tabular

holder, SS head rail wall bracket, SS head rail corner connection and SS noise reducing tape, etc.(all SS

accessories shall be of Grade 304)

Digitally signed by VIVEK

Description of Item Unit Qty.

27 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together

through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft

with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete,

including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel Sqm 9.00

wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling

shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover

28 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in

stacks will be reduced by 8% for payment).

29 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction

of officer in charge (excluding cast of plant & water) Trees Plant Each 50.00

30 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction

of officer in charge (excluding cast of plant & water) Shrubs Plant Each 50.00

31 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction

of officer in charge (excluding cast of plant & water) Hedge Plant /Ground cover

32 Supply, installation, testing and commissioning of complete Swimming Pool Filtration Plant including circulation

pumps, filtration units, strainers, valves, piping network, fittings and accessories along with disinfection/sanitization

system, competition equipment, underwater pool lighting system, diving boards and associated arrangements, life

saving and rescue equipment, safety equipment, and swimming pool internal tiling works including floor, wall and

step finishes with suitable adhesive and grouting. The scope shall also include complete electrical works comprising

power and control cabling, conduits, cable trays, panels, MCBs, switches, earthing, wiring, terminations and all

associated electrical accessories required for operation of the complete system, along with testing charges including Each 1.00

inspection, trial runs, performance testing, calibration, balancing and commissioning activities, complete with all

associated accessories and components required for proper functioning and satisfactory operation of the entire

system as per approved specifications and drawings.

Note :- The quantity and items of above BOQ are indicative only. However, decision of Engineer In

Charge/NBCC shall be final and binding on the contractor.

Digitally signed by VIVEK