Repair modification and up-gradation of Civil, MEP etc. Works of 02 Amrapali projects i.e. Sapphire-1 and Sapphire-2 at Noida

Grand Total Cost (A + B+C+D) ₹ 37,53,25,811

Each deposited layer by ramming and watering, lead up to 50 m and for all

Excavating, supplying and filling of local earth (including royalty) by

mechanical transport upto a lead of 5km also including ramming and

1.1 2.25(a) watering of the earth in layers not exceeding 20 cm in trenches, plinth, Cum 700.50 179.00 125389.5 301 210850.5 480.00 3,36,240.00

sides of foundation etc. complete for all lift

Supplying chemical emulsion in sealed containers including delivery as

2.1 2.34.1 Chlorpyriphos/Lindane emulsifiable concentrate of 20% Litre 234.75 0 0 0.00 -

Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti

termite treatment (excluding the cost of chemical emulsion) :

Treatment of soil under existing floors using chemical emul sion @ one litre

per hole, 300 mm apart including drilling 12 mm diameter holes and plugging

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

3.2 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 310.05 0 0 0.00 -

Earth work in excavation by mechanical means (Hydraulic

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

4 2.6 width as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and for all lift upto 1.5 m, as directed by

Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic

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

5 2.7 width as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying damp-proof course 40mm thick with cement concrete

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 12.5mm nominal size derived from natural

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 soaked in kerosene oil.

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

cement concrete for plain cement concrete work; using coarse ggregate

and fine aggregate derived from natural sources, Portland

Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS:9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all leads;

but excluding the cost of centering, shuttering and finishing as per direction

of the engineer-in-charge; for the following grades of concrete.

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

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

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

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

cost of extra cement.

7.4.1 4.20.1 All works upto plinth level : 0 0 0.00 -

Concrete of M25 grade with minimum cement content of 300 kg /cum

Providing and laying cement concrete in retaining walls, return walls, walls

(any thickness) including attached pilasters, columns, piers, abutments,

7.5 4.2 pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to

floor five level, excluding the cost of centering, shuttering and finishing:

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns,

8 5.2 pillars, piers, abutments, posts and struts etc. above plinth level up to floor

five level, excluding cost of centering, shuttering, finishing and

reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources

8.1 5.2.2 : 3 graded stone aggregate 20 mm nominal size derived from natural Cum 10852.95 0.00 0 0 0.00 -

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

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

8.1.2 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 107.85 50700.00 5467995 31190 3363841.5 81890.00 88,31,836.50

Add for plaster drip course/ groove in plastered surface or moulding to

R.C.C. projections.

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

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

8.3 5.33 as per direction of the engineer-in-charge; for the following grades of

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

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

design mix is more than 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.

8.3.1 5.33.1 All works upto plinth level

8.3.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 9504.75 438.00 4163080.5 6 57028.5 444.00 42,20,109.00

8.3.2 5.33.2 All works above plinth level upto floor V level

8.3.2.1 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 9860.4 3.00 29581.2 494 4871037.6 497.00 49,00,618.80

8.3.2.2 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 10011.35 0.00 0 0 0 0.00 -

8.4.3 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 9655.70 0.00 0 0 0 0.00 -

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four

floors or part thereof.

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

Foundations, footings, bases of columns, etc. for mass

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

string courses etc.

8.6.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm. 927.25 707.00 655565.75 3305.54 3065061.965 4012.54 37,20,627.72

8.6.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm. 736.40 449.00 330643.6 369 271731.6 818.00 6,02,375.20

8.6.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm. 961.30 354.00 340300.2 83 79787.9 437.00 4,20,088.10

Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor V level.

Brick work with common burnt clay F.P.S. (non modular) bricks of class

9.3 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in :

Extra for brick work / AAC block masonry / Tile brick masonry in

9.4 6.5 superstructure above floor V level, for each four floors or part thereof by Cum 169.45 3.00 508.35 3 508.35 6.00 1,016.70

mechanical means.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacturer), of approved make,

in all colours, shades except burgundy, bottle green, black of any size as

10 8.31 approved by Engineer-in-Charge, in skirting, risers of steps and dados, Sqm 1267.95 449.00 569309.55 1516 1922212.2 1965.00 24,91,521.75

over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white

cement mixed with pigment of matching shade complete.

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

with Aluminium Composite Panel Cladding, with open grooves for linear as

well as curvilinear portions of the building , for all heights and all levels etc.

Structural analysis & design and preparation of shop drawings for pressure

equalisation or rain screen principle as required, proper drainage of water

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

Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4mm thick aluminium composite panel material

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

Aluminium sheets (each 0.5mm thick). The aluminium composite panel

10.1.2 (b) cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon

based fluoropolymer resin coating of approved colour and shade on face #

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

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

backer rods etc

The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

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

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

required to perform as per specification and drawing The item includes cost

of all material & labour component, the cost of all mock ups at site, cost of

all samples of the individual components for testing in an approved

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

composite panel cladding, cleaning and protection of the curtain wall with

10.1.3 (c) aluminium composite panel cladding till the handing over of the building for sqm 5015.05 0.00 0 70 351053.5 70.00 3,51,053.50

occupation. Base frame work for ACP cladding is payable under the

relevant aluminium item.s The Contractor shall provide curtain wall with

aluminium composite panel cladding, having all the performance

characteristics all complete , as per the Architectural drawings, as per item

description, as specified, as per the approved shop drawings and as

directed by the Engineer-in-Charge. However, for the purpose of payment,

only the actual area on the external face of the curtain wall with Aluminum

Composite Panel Cladding (including width of groove) shall be measured in

sqm. up to two decimal places.

Providing 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 (hold fast lugs or dash fastener

shall be paid for separately).

Providing and fixing ISI marked flush door shutters conforming to IS : 2202

11.2 9.20 (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.

35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws

Extra for providing lipping with 2nd class teak wood battens 25 mm

11.3 9.23 minimum depth on all edges of flush door shutters (over all area of door sqm 462.35 0.00 0 0 0 0.00 -

shutter to be measured).

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame

11.4 9.53 with 10 mm diameter bolts, nuts and wooden plugs and embedding in each 228.85 0.00 0 0 0 0.00 -

cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse

sand : 6 graded stone aggregate 20mm nominal size).

Providing and fixing bright finished brass tower bolts (barrel type) with

necessary screws etc. complete :

Providing and fixing bright finished brass 100 mm mortice latch and lock

11.8 9.76 with 6 levers and a pair of lever handles of approved quality with each 854.65 0.00 0 0 0 0.00 -

necessary screws etc. complete.

Providing and fixing aluminium hanging floor door stopper, ISI marked,

11.9 9.101 anodised (anodic coating not less than grade AC 10 as per IS : 1868)

transparent or dyed to required colour and shade, with necessary screws

11.9.1 9.101.1 Single rubber stopper each 39.6 0.00 0 0 0 0.00 -

Providing and fixing glazed shutters for doors, windows and clerestory

windows using 4 mm thick float glass panes, (weight not less than 10 kg

per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of

required size with necessary screws.

11.10.1 9.9.1 Second class teak wood

Providing and fixing bright finished brass handles with screws etc.

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

12 10.2 and framed work, including cutting, hoisting, fixing in position and applying a kg 133.7 18470.00 2469439 45824 6126668.8 64294.00 85,96,107.80

priming coat of approved steel primer all complete.

Marble stone flooring with 18 mm thick marble stone, as per sample of

marble approved by Engineer-in-charge, over 20 mm (average) thick base

of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey

cement slurry, including rubbing and polishing complete with :

Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab, including rubbing and polishing complete with base of cement

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

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 coarse

sand) and jointed with grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing complete.

40 mm thick fine dressed stone flooring over 20 mm (average) thick base

of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with

cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment

to match the shade of stone.

Providing and laying flamed finish Granite stone flooring in required design

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

complete as per the architectural drawings with 18 mm thick stone slab

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

coarse sand) laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as directed by the

Engineer-in-Charge :

Flamed finish granite stone slab Jet Black, Cherry Red, Elite

Brown, Cat Eye or equivalent.

Providing and laying Polished Granite stone flooring in required design and

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

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

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

and jointed with cement slurry and pointing with white cement slurry

admixed with pigment of matching shade including rubbing, curing and

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

15.1 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent Sqm 4481.3 75.00 336097.5 54 241990.2 129.00 5,78,087.70

Polished Granite stone slab of all colour and texture except Black,

Cherry/Ruby Red

16 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 719.9 0.00 0 0 0 0.00 -

Extra for marble stone flooring in treads of steps and risers using single

length up to 2.00 metre. sq

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone

Extra for Kota stone/ sand stone in treads of steps and risers using single

length up to 1.05 metre.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality conforming to

IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume

Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse

sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the

joints with white cement and matching pigment etc., complete.

Providing and laying Vitrified tiles in floor in different sizes (thickness to be

specified by the manufacturer) with water absorption less than 0.08% and

conforming to IS:15622, of approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse

16.5 11.41A sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the

joints with white cement and matching pigments etc. The tiles must be cut

with the zero chipping diamond cutter only . Laying of tiles will be done with

the notch trowel, plier, wedge, clips of required thickness, leveling system

and rubber mallet for placing the tiles gently and easily.

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Providing and laying brick tiles over mumty roofs, grouted with cement

mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing

compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1

cement : 3 fine sand) and finished neat:

With common burnt clay F.P.S. (non modular) brick tiles of class

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

sand : 4 stone aggregate 10 mm and down gauge), including finishing with

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

Making khurras 45x45 cm with average minimum thickness of 5 cm cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20

mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with

12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat

cement, rounding the edges and making and finishing the outlet complete.

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a

height of 5 m above floor level, over first class kail wood strips 25x6 mm

with 10 mm gap in between and reinforced with rabbit wire mesh fixed to

wooden frame (frame work to be paid separately):

Extra for sunk or raised mouldings in the plaster of Paris (Gypsum

anhydrous) ceiling.

22 13.1 12 mm cement plaster of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

23 13.11 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 518.55 2384.00 1236223.2 3300 1711215 5684.00 29,47,438.20

plaster 1:6 (1 cement : 6 fine sand).

Extra for plastering exterior walls of height more than 10 m from ground

level for every additional height of 3 m or part thereof.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC

26 13.41 content less than 50 gms/litre, of approved manufacturer, and of required

shade and colour complete, to achieve even shade and color

New work(two or more coats ) over and including water thinnable priming

coat with cement primer having VOC content less than 50 gram/litre

Providing and applying white cement based putty of average thickness 1

27 13.80 mm, of approved brand and manufacturer, over the plastered wall surface Sqm 156.05 14352.00 2239629.6 17622 2749913.1 31974.00 49,89,542.70

to prepare the surface even and smooth complete.

28 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including

@ .90litre/ 10sqm

Painting with synthetic enamel paint of approved brand and manufacture of

required colour to give an even shade :

Two or more coats on new work over an under coat of suitable shade with

ordinary paint of approved brand and manufacture

Finishing walls with Acrylic Smooth exterior paint of required shade :

Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement

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

31 13.52 applied as per manufacturer's specifications including appropriate priming

coat, preparation of surface, etc. complete.

Removing white or colour wash by scrapping and sand papering and

32 13.88 preparing the surface smooth including necessary repairs to scratches etc. Sqm 19.75 0.00 0 37100 732725 37100.00 7,32,725.00

Painting with synthetic enamel paint of approved brand and manufacture of

required colour to give an even shade :

33.1 13.99.1 One or more coats on old work Sqm 102.8 0.00 0 0 0 0.00 -

Providing and laying in situ seven course water proofing treatment with

APP (Atactic Polypropylene) modified Polymeric memberane over roof

consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th &

6th courses of bonding material @ 1.20 kg/sqm, which shall consist of

blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th

layers of roofing membrane APP modified Polymeric membrane 2.0 mm

thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with

34 14.88 centre core as 100 micron HMHDPE film sandwiched on both sides with Sqm 855.7 1410.00 1206537 5015 4291335.5 6425.00 54,97,872.50

polymeric mix and the polymeric mix is protected on both side with 20

micron HMHDPE film. 7th, the top most layer shall be finished with brick

tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3

fine sand) mixed with 2% integral water proofing compound by weight of

cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand)

and finished neat (item of laying brick tiles shall be paid for separately).

Extra for covering top of membrane with Geotextile, 120 gsm non woven,

100% polyester of thickness 1 to 1.25 mm bonded to the membrane with

intermittent touch by heating the membrane by Butane Torch as per

manufactures recommendation.

Dismantling old plaster or skirting raking out joints and cleaning the surface

36 15.56 for plaster including disposal of rubbish to the dumping ground within 50 Sqm 54.65 16326.00 892215.9 27913 1525445.45 44239.00 24,17,661.35

Disposal of building rubbish / malba / similar unserviceable, dismantled or

waste materials by mechanical means, including loading, transporting,

37 15.60 unloading to approved municipal dumping ground or as approved by Cum 263.95 744.00 196378.8 796 210104.2 1540.00 4,06,483.00

Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts

Demolishing brick work manually/ by mechanical means including stacking

38 15.7 of serviceable material and disposal of unserviceable material within 50

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

Dismantling tile work in floors and roofs laid in cement mortar including

stacking material within 50 metres lead.

Demolishing cement concrete manually/ by mechanical means including

40 15.2 disposal of material within 50 metres lead as per direction of Engineer - in -

40.1 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum 2434.25 164.00 399217 97 236122.25 261.00 6,35,339.25

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Demolishing R.C.C. work by mechanical means and stockpiling at

designated locations and disposal of dismantled materials up to a lead of 1

kilometre, stacking serviceable and unserviceable material separately

including cutting reinforcement bars.

Dismantling dressed stone work ashlar face stone work, marble work or

precast concrete work manually/ by mechanical means including stacking

of serviceable and disposal of unserviceable material within 50 metres lead

as per direction of Engineer-in-charge :

42.2 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) Cum 1503.6 0.00 0 0 0 0.00 -

Providing and fixing pre-moulded joint filler in expansion joints of RCC

roads / CC pavements after making the joints dust free with high pressure per cm

air jet cleaners, all complete as per direction of the Engineer-in-Charge. depth per

43 16.45. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound cm width 5.3 0.00 0 0 0 0.00 -

impregnated fibre board having impregnation more than 35%, conforming to per metre

IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound length

Providing and filling in position rubberized bitumen hot sealing compound for

44 16.46 sealing of expansion joints in roads / pavements all complete as per

direction of the Engineer-in-Charge.

44.1 16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. cm width 8.65 278.00 2404.7 253 2188.45 531.00 4,593.15

Painting runway/taxi track/apron marking with adequate nos of coats to

give uniform finish with road marking paint of superior make as approved by

45 16.47 the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil,

grease and other foreign material etc. and lining out complete.

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total length 90 m),

having 50 nos rounds per 6 metre length, upto 3 m height of wall with

existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9

horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I.

46 16.53 clips to retain horizontal, including necessary bolts or G.I. barbed wire tied Metre 375.80 0.00 0 120 45096 120.00 45,096.00

to angle iron, all complete as per direction of Engineer-in-charge, with

reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high

tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight

43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with

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

aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine sand,

including finishing the top smooth etc. complete and as per direction of

Engineer-in-charge.

Providing and laying 75 mm thick compacted bed of dry brick aggregate of

40 mm thick nominal size including spreading, well ramming, consolidating

and grouting with jamuna sand, including finishing smooth etc. complete as

per direction of Engineer in- charge.

Providing and laying at or near ground level factory made kerb stone of M-

25 grade cement concrete in position to the required line, level and

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

including making joints with or without grooves (thickness of joints except at

sharp curve shall not to more than 5mm), including making drainage

opening wherever required complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge)

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete

from batching plant. The ready mixed concrete shall be laid and finished

with screed board vibrator , vacuum dewatering process and finally finished

by floating, brooming with wire brush etc. complete as per specifications

50 16.75 and directions of Engineer-in harge. (The panel shuttering work shall be cum 9823.8 75.00 736785 274 2691721.2 349.00 34,28,506.20

paid for separately).

(Note:- Cement content considered in this item is @ 330 kg/cum.

Excess/less cement used as per design mix is payable/ recoverable

Providing and laying 60mm thick faciory made cement concrete interlocking

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 line sand etc. all complete as per the direction of

Engineer-in-charge.

Taking out existing kerb stones of all types from footpath/ central verge,

including removal of mortar etc., disposal of unserviceable material to the

52 16.82 dumping ground, for which payment shall be made separately and stacking metre 39.35 324.00 12749.4 369 14520.15 693.00 27,269.55

of serviceable material within 50 metre lead as per direction of Engineer-in-

Laying old cement cocrete interlocking paver blocks of any design/shape

laid in required line, level, curvature, colour and pattern over and including

53 16.84 50 mm thick compacted bed of coarse sand, filling the joints with fine sand Sqm 402.95 234.00 94290.3 600 241770 834.00 3,36,060.30

etc. all complete as per the direction of Engineer in-charge. (Old CC paver

blocks shall be supplied by the department free of cost).

Taking out existing CC interlocking paver blocks from footpath/ central

verge, including removal of rubbish etc., disposal of unserviceable material

54 16.83 to the dumping ground, for which payment shall be made separately and Sqm 131.75 780.00 102765 648 85374 1428.00 1,88,139.00

stacking of serviceable material within 50 metre lead as per direction of

Engineer-in-Charge.

Laying at or near ground level old kerb stones of all types in position to the

required line, level and curvature, jointed with cement mortar 1:3 (1 cement

: 3 coarse sand), including making joints with or without grooves (thickness

of joints, except at sharp curve, shall not be more than 5 mm), including

55 16.85 making drainage opening wherever required etc. complete as per direction metre 109.45 243.00 26596.35 258 28238.1 501.00 54,834.45

of Engineer-in-charge. (Length of finished kerb edging shall be measured

for payment). (Old kerb stones shall be supplied by the department free of

Filling the gap in between aluminium/ stone/ wood frame and adjacent

RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing

56 21.19 weather/structural non sag elastomeric PU sealant over backer rod of

approved quality as per architectural drawings and direction of Engineer-in-

charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Providing and applying integral crystalline slurry of hydrophilic in nature for

waterproofing treatment to the RCC structures like retaining walls of the

basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc., prepared by mixing

in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water)

for horizontal surfaces and applying the same from negative (internal) side

with the help of synthetic fiber brush. The material shall meet the

requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability

of concrete by more than 90% compared with control concrete as per DIN

1048 and resistant to 16 bar hydrostatic pressure on negative side. The

crystalline slurry shall be capable of self-healing of cracks up to a width of

0.50mm. The work shall be carried out all complete as per specification and

the direction of the engineer-in-charge. The product performance shall

carry guarantee for 10 years against any leakage.

Providing and laying integral cement based treatment for water proofing on

the vertical surface by fixing specified stone slab 22 mm to 25 mm thick

with cement slurry mixed with water proofing compound conforming to

IS:2645 in recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the gaps with

58 22.2 neat cement slurry mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand)

20 mm thick with neat cement punning mixed with water proofing compound

in recommended proportion complete at all levels and as directed by

Engineer-in-charge :

Drilling suitable holes in reinforced or plain cement concrete with power

driven drill machine to a minimum depth of 100mm upto 200mm in RCC

beams, lintels, columns and slabs to introduce steel bars for

59 26.30 sunshades/balconies including fixing the steel bars in position using epoxy

resin anchor grout of approved make but excluding the cost of

reinforcement, all complete as per direction of Engineer-In-Charge.

Providing and injecting approved grout in proportion recommended by the

manufacturer into cracks/honey-comb area of concrete/ masonry by

60 26.35 suitable gun/pump at required pressure including cutting of nipples after

curing etc. complete as per directions of Engineer-in Charge. (The payment

shall be made on the basis of actual weight of approved grout injected.)

Stirrer mixed SBR Polymer (of approved make) modified Cement slurry

made with Shrinkage Compensating Cement in concrete/RCC work.

Providing and inserting 12mm dia galvanised steel injection nipple in honey

comb area and along crack line including drilling of holes of required

diametre (20mm to 30mm) up to depth from 30mm to 80mm at required

61 26.39 spacing and making the hole & crack dust free by blowing compressed air, Each 236.9 1000.00 236900 1500 355350 2500.00 5,92,250.00

sealing the distance between injection nipple with adhesive chemical of

approved make and allow it to cure complete as per direction of Engineer-

Providing & Applying weather proof sealant on outer joints of approved

make confirming to IS & directed by Engineer-in-charge.

62.1 26.78.1 Sealant 25mmx10mm at joints Metre 178.95 0.00 0 0 0 0.00 -

Providing, mixing and applying SBR polymer (of approved make) modified

Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with

polymer minimum 2% by wt. of cement used) as per specifications and

directions of Engineer-in-charge.

63 26.32 Note: Measurement and payment: The pre-measurement of thickness shall

be done just after the surface preparation is completed and Payment under

this item shall be made only after proper wet curing has been done and

surface has been satisfactorily evaluated by sounding / tapping with a blunt

metal instrument and/or the 75mm size cube crushing strength at the end of

28 days to be not less than 30 N/Sqmm2).

Providing, mixing and applying bonding coat of approved adhesive on

64 26.31 chipped portion of RCC as per specifications and direction of Engineer-In-

charge complete in all respect.

SBR Polymer (@10% of cement weight) modified cementitious bond coat

64.1 26.31.1 @ 2.2 kg cement per sqm of surface area mixed with specified proportion Sqm 141.2 24200.00 3417040 57700 8147240 81900.00 1,15,64,280.00

of approved polymer

Providing and fixing factory made precast RCC perforated drain covers,

having concrete of strength not less than M-25, of size 1000 x 450x50 mm,

reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional

T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125

65 23.9 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 Each 1399.95 800.00 1119960 400 559980 1200.00 16,79,940.00

mm complete, all as per direction of Engineer in-charge.

66 7216 Self-Drilling/Self-Tapping Screws M-6 25mm long Each 4 6144.00 24576 27011 108044 33155.00 1,32,620.00

70 1023 Galvanised steel J or L hooks 8 mm dia 10 Nos 130 7.00 910 68 8840 75.00 9,750.00

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

NON -SCHEDULE ITEMS

Supply and Installation of FSB-235 ABS / RUBBER SPEED BUMPS Made

from a unique co polymer blend of high impact and tear resistant polymer

made in revolutionary Hexacore design with High visibility, reflective tapes

in Red & Yellow to warn during night. Having dimensions Length = 250 mm,

Width = 350 mm & Height 50 mm. All complete as specified and as

directed by the Engineer-in-Charge :

Providing and fixing of chicken mesh with cement mortar and screws/nail in

72 NS 2 plaster work between concrete bend, lintels, column and brick work for Sqm 174.00 2654 461796 5842 1016508 8496.00 14,78,304.00

avoid the cracks in finishing work.

Crack Repair: Makeing 'V' groove of 10 mm wide and 10 mm deep over

crack line by electrically operated angle grinder with diamond concrete saw

blade and cleaning it by air blower as directed by Engineer-in-charge..

Crack filling: Supply and apply solvent free, moisture insensitive epoxy

resin based patch repair putty on horizontal surfaces.

Product requirements: suitable for submerged condition; compressive

strength of 40 N/mm2 (1 day) according to IS 9162-1979.

Rebar For Main Reinforcement: Supply and fixing of main reinforcement

using rebars of designated dia for column/beam/Shear walls/Foundations

at designed embedement length wherever required , including power drilling,

cleaning of holes, then rebars should be inserted in holes that should be

filled with FIS EM Plus of Fischer or equivalent, a heavy duty pure epoxy

based rebarring chemical with ETA approval, DIBt, approved for diameter

range from 8 mm to 40 mm reinforcement bar as per manufacturer's

specification as per the direction of Engg In-charge. Drilling of hole should

75 NS 5.1 be done upto provided embedment depth as per the design from

manufacturer approved by EnC, followed by cleaning with blow pump, wire

brush and blow pump for 4 times, complete as per the manufacturer's

methodology. The chemical shall be approved for diamond-drilled and water

filled drill holes as well as seismic applications in performance categories

C1, C2 for rebar connections. Product shall have test certificate for

120years of service life & shall have ETA complying to EAD 332402-00-

0601-v01. Cost of providing, cutting, bending of rebar shall be paid

separately as per approved item.

For Shear Connector/Ties/Stirrups: Supply and fixing of shear

connectors/ties/stirrups using rebars of designated dia for

column/beam/Shear walls etc at designed embedment length wherever

required , including power drilling, cleaning of holes, then rebars should be

inserted in holes that should be filled with FIS V Plus of Fischer or

equivalent, a hybrid rebarring chemical with ETA approval, DIBt, approved

for diameter range from 8 mm to 28mm reinforcement bar as per

76 NS5.2 manufacturer's specification as per the direction of Engg In-charge. Drilling

of hole should be done upto provided embedment depth as per the design

from manufacturer approved by EnC, followed by cleaning with blow pump,

wire brush and blow pump for 4 times, complete as per the manufacturer's

methodology. The chemical shall have tested service life of 50years as

per ETA. Cost of providing, cutting, bending of rebar shall be paid

separately as per approved item.

Providing and laying of Stone aggregate 40 mm nominal size and above

77 NS-6 and spreading the same in 100mm thick over the RCC slab in landscape cum 2,870.00 130 373100 209 599830 339.00 9,72,930.00

area or as directed by Endineer-in-Charge.

Stone slab flooring over 20 mm (average) thick base laid over and jointed

with grey cement slurry mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of cement mortar 1 : 4

(1 cement : 4 coarse sand) :

78.2 NS 7.2 25mm jaiselmer stone Sqm 3109.00 0 0 0 0 0.00 -

Providing and fixing swimming pool tile (porcelain tiles) on finished plain

wall surface of size 72mm x 72 mm x 5 mm in all colour, design , fixing in

customize design as per direction of Engineer-in- Charge. The swimming

79 NS 8 pool tiles to be fixed on the with the help of approved adhesive applied at Sqm 3696.00 0 0 0 0 0.00 -

the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of

all operation, material and required pattern approved by Engineer-in-

Providing and fixing 9 Layer Acrylic Synthetic system – comprising of 1

layer of Primer, 3 Layers of Sealer coats, 3 layers of Rubberised

Cushion coats, 1 layer of exclusive Anti-skid treatment and 1 layer of UV

Top Coat – in customized preferred shades as per drawing – complete

with standard line markings. Lastly, application of Gloss Coat in the end

which gives extra sheen to the surface and makes it fairly dust resistant.

The product, classified by ITF and certified by NABL approved lab, is an all-

weather product for outdoor use.• vender should provide Warranty of 2

years against colour fading and bubbles. All complete as specified and as

directed by the Engineer-in-Charge.

Cutting of RCC Slab using the daimond cutter after providing the proper

support to the structure and in presence of the engineer staff or as per the

direction of the Engineer-Incharge. The rates are inclusive of all materials,

labor, machinery, equipment, tools, tackles.

Providing & Supplying of 8 mm thick Multicell polycarbonate panel system

having min 45-50 microns Co-extruded UV protected on top Layer

(exposed to Sun) over structural steel/MS purlin as per approved

colour/shade. Panels shall have width of 900 mm to ensure best

performance for wind uplift, vibration, oil canning and visual appearance.

Polycarbonate Panel System with minimum 3 cells and 4 walls structure

shall be uniform in colour with an integral Tight-Cell structure, with all fixing

accessories to ensure best perfomance for wind uplift, vibrations, oil

canning and visual appearance. Panels shall be manfactured with vertical

standing seam at both sides of the panel. Panels shall be fixed on purlins

with Aluminium/SS Cleat or Contineous Aluminum Cleat along with the

vertical standing scam (For better up/down load) and PC U-connector.

Snap-on connectors to interlock the panels shall have a double grip-lock

tooth locking mechanism to ensure maximum uplift capability. Panels shall

have Polycarbonate End-cap/Aluvice life & shall have ETA complying to

Providind and fixing of aluminium glazing bar with EPDM Rubbber

82.2 NS 11.2 gasket,screws and silicon completed in all respect with all fixtures and metre 1,315.00 67 88105 119 156485 186.00 2,44,590.00

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Providing and fixing false ceiling at all height including providing and fixing

of frame work made of special sections, power pressed from M.S. sheets

and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as

per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one

flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with

6mm dia bolts, other flange of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts & bolts of required size and

other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9

mm running at the spacing of 1200 mm centre to centre, to which the

ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges

83 NS12 of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be sqm 1107.00 250 276750 250 276750 500.00 5,53,500.00

fixed in a direction perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every

junction, oduct performance shall carry guarantee for 10 years against any

leakage. providing, cutting, bending of rebar shall be paid separately as per

approved item. help of rawl plugs at 450 mm centre, with 25mm long dry

wall screws @ 230 mm interval, including fixing of rabbit wire mesh to

ceiling section and perimeter channel with the help of dry wall screws of

size 3.5 x 25 mm at 230 mm c/c, and also including the cost of making

openings for light fittings, grills, diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as per drawings,

specification and direction of the Engineer in Charge

Providing, supplying, assembling,and fixing laminate glass panels on

exsisting stucture comprising of laminated glass of 6mm-1.52mm - 6 mm

(6mm glass + 1.52 mm Pvb + 6mm glass) units of size and shape as

required and specified, comprising of an outer heat strengthened float glass

6mm thick, of approved colour and shade with reflective soft coating on

surface # 2 of approved colour and shade, an inner Heat strengthned clear

float glass 6mm thick. . Laminated Glass should be fix with double sided

tape of good quality. weather silicone of DowSil-789 or equivalent has to

apply to ensure the glazing is water tight

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e. Sapphire- 1 & 2 at Noida " on Percentage Rate Basis

DETAILED ESTIMATE FOR HORTICULTURE

Note:- The given quantities are based on visual observations at site, the quantities may varies during execution.

sapphire-1 sapphire-2

SI No. DSR-2020 Item Description Unit Rate Cumulative Quantity Cumulative Amount

Quantity Amount Quantity Amount

2.2 Supplying and stacking of good earth at

site including royalty and carriage upto 5

1 km lead complete (earth measured in cum 515.6 550 283580 1221 629547.6 1771 913127.6

stacks will be reduced by 20% for

Supplying and stacking sludge at site

including royalty and carriage upto 5 km

2 2.3 lead complete (sludge measured in cum 294 184 54096 407 119658 591 173754

stacks will be reduced by 8% for

Supplying and stacking at site dump

manure from approved source, including

3 2.4 carriage upto 5 km lead complete

(manure measured in stacks will be

reduced by 8% for payment) :

Screened through sieve of I.S.

designation 16 mm

Rough dressing the trenched ground

5 2.5 including breaking clods. sqm 1.5 1322 1983 1890 2835 3212 4818

Uprooting weeds from the trenched area

after 10 to 15 days of its flooding with

water including disposal of uprooted

Spreading of sludge, dump manure

and/or good earth in required thickness

8 2.8 as per direction of officer-in-charge (cost cum 52.35 918 48057.3 2035 106532.25 2953 154589.55

of sludge, dump manure and/ or good

earth to be paid separately).

Mixing earth and sludge or manure in

9 2.9 the required proportion specified or cum 36.55 918 33552.9 2035 74379.25 2953 107932.15

directed by the Officer-in-charge

Preparation of beds for hedging and

shrubbery by excavating 60 cm deep and

trenching the excavated base to a further

depth of 30 cm, refilling the excavated

earth after breaking clods and mixing

with sludge or manure in the ratio of 8:1

(8 parts of stacked volume of earth after

reduction by 20%: one part of stacked

volume of sludge or manure after

filling with earth if necessary, watering

and finally fine dressing, leveling etc.

including stacking and disposal of

materials declared unserviceable and

surplus earth by spreading and leveling

as directed, within a lead of 50 m, lift up

to 1.5 m complete (cost of sludge,

manure or extra earth to be paid for

Digging holes in ordinary soil and

refilling the same with the excavated

earth mixed with manure or sludge in the

ratio of 2:1 by volume (2 parts of stacked

volume of earth after reduction by 20% :

11 2.14 1 part of stacked volume of manure after 0 0 0 0

reduction by 8%) flooding with water,

dressing including removal of rubbish

and surplus earth, if any, with all leads

and lifts (cost of manure, sludge or extra

good earth if needed to be paid for

Edging with bricks laid dry length wise,

including required excavation, refilling,

14 2.19 consolidating with hand packing and 0 0 0 0

spreading surplus earth neatly within a

Common burnt clay F.P.S (non modular)

designation 7.5

Digitally signed by ANUJ

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Preparation of mounds of various size

and shape by available excavated /

supplied earth in layers not exceeding

of each layer, dressing etc., lead upto 50

meter and lift upto 1.5 m complete as

per direction of Officer-in-charge.

Providing & laying Selection no. 1 doob

grass turf with earth 50mm to 60mm

thickness of existing ground prepared

with proper level and ramming with

required tools wooden and than rolling per

the surface with light roller make the sqm

surface smoothen and light watering the

same maintenance for 30 days or more

till the grass establish properly,as per

direction of officer in charge

Plantation of Trees, Shrubs, and Hedge

at site i/c watering and removal of

18 2.57 unserveiceable material’s as per 0 0 0 0

direction of officer in charge (excluding

cast of plant & water)

Removal of garden waste by TATA 407

or equivalent including loading/

unloading and carriage upto 1 km per

22 2.60. lead,complete disposal upto designated 397.6 20 7951 35 13914.25 55 21865.25

place as per direction of officer-in-

Pruning, trimming, shaping of trees

/shrubs (ht 15 feet and above) i/c

removal of cut materials upto 50mt. per

23 2.61 Lead, as per direction of officer in 91.50 50 4575 50 4575 100 9150

charge. T&P shall be arranged by the

25 3 Foliage and Shade loving plants

Providing and displaying of Croton Baby

Golden Punctatum Aureum having ht. 23

26 3.29 cm to 30 cm, well developed with fresh each 33.85 40 1354 50 1692.5 90 3046.5

and healthy foliage in 15 cm size of

Earthen pot/Plastic pot. as per direction

of the officer-in-charge.

Providing and displaying of Dracaena

song of India specimen (three in one),

having ht. 60 cm & above, well

27 3.45 developed, fresh and healthy with good each 141.5 40 5658 50 7072.5 90 12730.5

foliage in 25 cm size of Earthen

pot/Plastic pot & as per direction of

the officer-in-charge.

Providing and displaying of Raphis palm

having ht. 75 cm to 90 cm with 12 to 15

equal suckers, well developed, full of

28 3.76 fresh & healthy leaves from bottom to each 322.9 40 12916 50 16145 90 29061

top in 25 cm size Earthen pot/Plastic pot

& as per direction of the officer-in-

29 SEASONAL PLANTS

Providing and stacking of plant Canna

dwarf of height 25 to 30 cm., 2 to 3

30 4.89 suckers in earthen pots of size 20 cm each 35.9 80 2872 100 3590 180 6462

Earthen Pot/Plastic Pot and as per

direction of the officer-in-charge.

Bush Rose in different colour 2 to 3

healthy branch 30 cm and above ht. well

developed with 8 or more flowers /

31 4.90. flower buds in 20 cm Earthen pot / each 25.65 80 2052 100 2565 180 4617

Plastic pot as per direction of the officer-

Providing and Displaying Budded Rose

(H.T. variety) 3 to 4 healthy branch 30

cm and above ht. W ell developed with

32 4.91 one and above flower plant in 20 cm each 32.8 80 2624 100 3280 180 5904

Earthen Pot, as per direction of the

officer-in-charge.

Digitally signed by ANUJ

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Providing and Displaying Creeper Rose

variety 3 to 4 healthy branch 60 cm and

33 4.92. above ht. well developed with one and each 75.85 80 6068 100 7585 180 13653

above flowers in 25 cm Earthen Pot, as

per direction of the officer-in-charge.

Providing and Displaying Standard Rose

(H.T. variety) 3 to 4 healthy branch 90

cm and above ht. well developed with

34 4.93 one and above flowers in 25 cm Earthen each 150.7 80 12056 100 15070 180 27126

Pot, as per direction of the officer-in-

35 5 ORNAMENTAL PLANTS

Providing and Displaying Acalypha

Different colour well developed, fresh &

healthy with good foliage, multi branch

Pot/ Plastic Pot bushy as per direction of

the officer-in-charge.

Providing and Displaying Cycus revoluta

specimen , having 45 to 50 fresh and

37 5.15 healthy, leaves having 30cm to 35cm each 1538 40 61500 50 76875 90 138375

circumfrance of base stem well

developed in 40 cm challi, as per

direction of the officer-in-charge.

Providing and Displaying Ficus Starlight

with fresh, healthy and attractive foliage

specimen bushy ,in 35 cm Cement Pot

as per direction of the officer-in-charge.

39 6 GROUND COVERS PLANTS

Providing and stacking of Alpinia

Variegated (three in one) having ht. 30

cm and above, with fresh and healthy

40 6.1 variegated foliage in 25 cm size of each 121 250 30250 250 30250 500 60500

Earthen Pot/Plastic Pot & as per

direction of the officer-in-charge

Providing and stacking of Clerodendrum

inerme of ht. 20 cm to 30 cm multi

41 6.7 branched in 15 cm size of Earthen each 20 1250 25000 1250 25000 2500 50000

Pot/Plastic Pot & as per direction of the

officer-in-charge.

Providing and stacking of Duranta

Golden, having ht.15 to 20 cm bushty

42 6.12 shape with fresh and healthy leaves in each 20 1250 25000 1250 25000 2500 50000

15 cm size of Earthen Pot/Plastic Pot &

as per direction of the officer-in-charge..

43 TREE PLANTS

Providing and stacking of Saraca indica

(Sita Ashok) of height 105-120 cm. in big

44 7.8 poly bags of size 25 cm as per direction each 80 25 2000 50 4000 75 6000

of the officer-in-charge.

Providing and stacking of Bottle palm of

ht. 150-180 cm bottom girth 20-25 cm

45 7.10. well developed in big poly bags of size each 180 25 4500 50 9000 75 13500

25 cm as per direction of the

officer-in-charge.

Providing and stacking of Delonix regia

(Gulmohar) of height 150-165 cm. in big

46 7.24 poly bags of size 25 cm as per direction each 60 15 900 25 1500 40 2400

of the officer-in-charge.v

Providing and stacking of Ficus

benjamina (green) of height 120-135

47 7.26 cm. with 6-8 branches and lush green each 105 25 2625 50 5250 75 7875

foliage in g. bags of size 25 cm as per

direction of the officer-in-charge.

Providing and stacking of Nerium

oleander (kaner) of height 60-75 cm.

48 8.5 With 5-6 branches in poly bags of size each 40 80 3200 100 4000 180 7200

25 cm as per direction of the officer-in-

Providing and stacking of

Tabernaemontana coronaria (Chandni

49 8.6 single) of height 90-105 cm.,bushy in big each 80 200 16000 250 20000 450 36000

size HDPE bag as per direction of the

officer-in-charge.

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Providing and stacking of Cestrum

nocturnum (Raat ki Rani) of height 60-

50 8.13 75 cm. with 4-5 branches in bag of size each 40 200 8000 250 10000 450 18000

25 cm as per direction of the officer-in-

51 11 MEDICINAL PLANTS

Providing and Stacking of Curry leaf of

height 75-90 cm in poly bag of size 25

52 11.2 cm as perdirection of the officer-in- each 75 20 1500 25 1875 45 3375

Providing and Stacking of Ashwagandha

53 11.3 of ht. 30 cm with multi branches in Poly each 50 20 1000 25 1250 45 2250

bag of size 20 cm.as per direction of the

officer-in-charge.

Providing and Stacking of Satavari, well

54 11.6 developed in earthen pot of size 20 cm each 30 20 600 25 750 45 1350

as per direction of theofficer-in-charge

Providing and Stacking of Tulsi of ht. 30

cm with multi branches in Poly bag of

55 11.7 size 20 cm. as per direction of the officer each 20 20 400 25 500 45 900

Providing and Stacking of Alovera well

56 11.8 developed in earthen pot of size 20cm each 50 20 1000 25 1250 45 2250

as per direction of the officer-in-charge.

Providing and Stacking of Lemon grass

of ht. 30cm with multi branches in Poly

57 11.10. bag of size 20 cm. as per direction of the each 50 20 1000 25 1250 45 2250

officer-in-charge.

Providing and Stacking of Giloy well

58 11.12 developed in poly bag of size 20 cm as each 20 20 400 25 500 45 900

per direction of the officer-in-charge

Providing and Stacking of Steviea well

59 11.16 developed in poly bag of size 20 cm as each 50 20 1000 25 1250 45 2250

per direction of the officer-in-charge.

W adelia trilobata,full of leaves in 15 cm

60 10255 size of Earthen Pot / Plastic Pot each 15 20 300 25 375 45 675

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Project-"Repair/Modification and Upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e., Sapphire-1 & 2 at Noida " on Percentage Rate Basis

DETAILED ESTIMATE FOR ELECTRICAL SERVICES

Note:- The given quantities are based on visual observations at site, the quantities may varies during execution.

DSR-2022/ DSR/NDSR

Sr.No. Item Description Unit sapphire-1 sapphire-2 Cumulative Cumulative

Quantity Amount

Quantity Amount Quantity Amount

SUB HEAD-: COMMON AREA LIGHTING -

Supply and Wiring for Switch controlled Primary light points with 1.5 sq.

mm PVC insulated FRLS multistranded copper conductor 1100 Volt grade

wires in 25 mm dia PVC surface conduit including cost of providing circuit

wiring with 1.5 sq mm PVC insulated FRLS multistranded copper conductor

1100 volt grade wires and including cost of providing saddles hangers

1) 1.10.3 supports from soffit of slab etc for surface conduiting and/or cost of cutting Pt. 1 467 - - 864 1267488.0 864.00 1267488

and filling chases for recessed conduiting and the cost of providing and

fixing a 6 amp 240 Volt grid plate mounted switch with modular cover plate

in a recessed GI box and including the cost of running 1.5 sq mm PVC

insulated FRLS multistranded copper wire for earthing etc. complete as per

specifications and as required.

Supply and Wiring for Secondary light points (Looping points) as per

Item 1.0 with 1.5 sq. mm PVC insulated FRLS multistranded copper

conductor 1100 Volt grade wires in 25 mm dia PVC surface/concealed

conduit including cost of providing saddles hangers supports from soffit of

slab etc for surface conduiting and/or cost of cutting and filling chases for

recessed conduiting and including the cost of running 1.5 sq mm PVC

insulated FRLS multistrande copper wire for loop earthing etc. complete as

per specifications and as required.

SUB HEAD-:Cable Trays - 0.0 - 0

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray (galvanisation thickness not less than 50

3) 4.6 microns) with perforation not more than 17.5%, in convenient sections, - 0.0 - 0

joined with connectors, suspended from the ceiling with G.I. suspenders

including G.I. bolts & nuts, etc. as required.

SUB HEAD-: EARTHING - 0.0 - 0

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.

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)

SUBHEAD:-XLPE AL AR LT CABLE - 0.0 - 0

Laying of one number additional PVC insulated and PVC sheathed / XLPE

power cable of 1.1 KV grade of following size direct in ground in the same

trench in one tier horizontal formation including excavation, sand cushioning,

protective covering and refilling the trench etc as required.

Supply and making end termination with brass double compression gland

including providing and crimping of aluminium solderless lugs / ferrules for

XLPE armoured power aluminium conductor cable 1.1 KV grade of

following sizes:-

Butterfly valve (manual) with C.I body SS disc nitrile sheet & O ring & PN 16 Pressure

rating as specified .

50 mm nominal bore

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with

9 18.11 bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets 0

conforming to IS 13095 of following sizes as required

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

SUB HEAD-: COMMON AREA LIGHTING

Supply,Receiving and fixing in position, effecting proper connections,

10) MR1 testing and commissioning of Round light 20W LED Luminaire for Stair Nos 1,873.00 - - 1,364 2554772.0 1,364.00 2554772

case and Electrical room as per site condition ,complete in all repects .

SUB HEAD-:Cable Trays - 0.0 - 0

MR2 Replacement of old door to new fire rated door

11) Supplying and fixing of electrical shaft fire rated door as per existing shaft No. 10 768 275.00 29,61,200.0 0.0 275.00 2961200

SUB HEAD-:Rising Mains (In Airinsulated Construction)

Design, manufacture, supply, assembling, installation, testing and

commissioning of following suitable rating TPN Rising Mains of

Aluminium bus bars with flange end connection, deg, bend shall be made of

minimum 1.6 mm thick dual housing (Electro galvanised sheet + Aluminium)

with epoxy polyster powder coating of ANSI 49 GRAY on outsideas and

integral earthing conductor through out the length of the Rising mains

12.1 MR3.1 800 Amps Rising Mains described as above ( 45 kA ) RM 26,647 - - 0.0 - 0

Supply installation tapoff box testing and commssining with meter board

12.3 MR3.3 cable and rising main of 125 Amps FP MCCB with Thermal magnetic No. 18731.00 22.00 4,12,082.0 28.00 524468.0 50.00 936550

based releases for SC and OL protections - 1 Set

SUB HEAD-:PANEL

13.0 Rectification of Existing LT panel

Interlocking repair and rectification of Existing LT panel including

13.1 MR4 Automation with all panel. Set. 6,55,524 1 6,55,524.0 1.00 655524

14) MAIN COMMON LT PANEL(ESS-1&2)

Incomer comprising of :

500 amps 4 Pole MCCB with Microprocesser release for SC & OL and

EF protections - 1 Set

ON / OFF / TRIP indicating lights with control MCB -1 Set

Phase indicating light protected by 2 amps MCB’s - 1 Set.

Bus Bar comprising of :

600 Amps FP ,10KA FOR 1 SEC Aluminium Bus Bar with colour coded

heat shrinkable steeve - 1 set

Outgoing comprising of :

250 amps 4 Pole MCCB with thermalmagnatic release for SC & OL and

EF protections - 14 Set

14.1 MAIN COMMON LT PANEL(ESS-1&2) described as above Set. 3,28,489 - 1 328489.0 1.00 328489

15) SUB COMMON LT PANEL(FOR ALL 22 TOWER)

Incomer comprising of :

250 amps 4 Pole MCCB with Microprocesser release for SC & OL and

EF protections - 1 Set

ON / OFF / TRIP indicating lights with control MCB -1 Set

Phase indicating light protected by 2 amps MCB’s - 1 Set.

Bus Bar comprising of :

300 Amps FP ,16KA FOR 1 SEC Aluminium Bus Bar with colour coded

heat shrinkable steeve - 1 set

Outgoing comprising of :

63 amps 4 Pole MCB- - 4 Set

63 amps 2 Pole MCB- - 4 Set

All breakers shall be minimum 10 kA rating with Icu = Ics.

15.1 SUB COMMON LT PANEL(FOR ALL 22 TOWER) described as above Set. 211725 0 - 1 211725.0 1.00 211725

Feeder Pillar (For External Landscape lighting)

IP 55 for outdoor Protection

63 Amps 4 pole MCB as incomer

100 Amps TPN Aluminium bus bars with heat shrinkable insulation sleeve. -

63 Amps TP contactor 0-24 hours timer,and photo cell sensor auto /

manual and outgoings including 24 No. 10/16/20 Amps SP MCB with 3

Nos. 40 Amps DP RCCB’s of 30 mA leakage current with separate neutral

link of each phase- 1 set (33%)

63 Amps TP contactor 0-24 hours timer,and photo cell sensor auto /

manual and outgoings including 24 No. 10/16/20 Amps SP MCB with 3

Nos. 40 Amps DP RCCB’s of 30 mA leakage current with separate neutral

link of each phase- 1 set (33%)

16.1 Feeder Pillar for external / landscape lighting as described above No. 1,40,504 2 2,81,008.0 4 562016.0 6.00 843024

17 LIGHTING AND POWER PANEL(LOCATION BASEMENT-1&2)

Incomer comprising of :

250 amps 4 Pole MCCB with Microprocesser release for SC & OL and

EF protections - 1 Set

ON / OFF / TRIP indicating lights with control MCB -1 Set

Phase indicating light protected by 2 amps MCB’s - 1 Set.

Bus Bar comprising of :

300 Amps FP ,16KA FOR 1 SEC Aluminium Bus Bar with colour coded

heat shrinkable steeve - 1 set

Outgoing comprising of :

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

63 amps 4 Pole MCB- - 8 Set

63 amps 2 Pole MCB- - 8 Set

All breakers shall be minimum 10 kA rating with Icu = Ics.

LIGHTING AND POWER PANEL(LOCATION BASEMENT-1&2)

described as above

18 PANEL (PUMP ROOM) (BASEMENT) (INDOOR TYPE)

Incomer comprising of :

400 amps 4 Pole MCCB with Microprocesser release for SC & OL and

EF protections - 1 Set

Dual source energy meter (V, Hz & A, kW, KWh, kVA) with RS 485,& with

200/5 , CL 1, required rating 3 No. CTs etc - 1 Set

ON / OFF / TRIP indicating lights with control MCB -1 Set

Phase indicating light protected by 2 amps MCB’s - 1 Set.

Bus Bar comprising of :

500 Amps FP ,10KA FOR 1 SEC Aluminium Bus Bar with colour coded

heat shrinkable steeve - 1 set

Outgoing comprising of :

63A amps 4 Pole MCB with Star Delta Starter - 7 Set

PANEL (PUMP ROOM) (BASEMENT) (INDOOR TYPE) described as

SUBHEAD:- DG Set

19 Rectification of DG panel and automation of DG Panel as per site Nos. 655524.00 1.00 655524.0 1.00 655524

20 Rectification of Main panel and automation of Main Panel as per site Nos. 655524.00 1.00 655524.0 1.00 655524

SUBHEAD:-SITC OF 3000 KVA, 33KV/415 VOLT Dry TYPE

TRANSFORMER WITH Off LOAD TAP CHANGER.

Design, manufacture,testing at works, supply and delivery, including

supervision during installation, testing and commissioning of the following

rating outdoor type transformer (Dry Type) as specified, in the Technical

specifications, complete with the following standard, mountings, fittings,

accessories, etc as required. the Transformer must confirm to the IS

standards specified in the technical specifications.

No load voltage Ratio : 33/0.415 KV

No. of Phases / Freq.: 3 Phase/50 Hz.

Type : Core type, doublecopper wound

Cooling : Dry Type

Vector Group : DYN 11

ON load type tap changer

Taps on HV for HV variation : +5% to -15% in steps of 1.25% each

Termination (HV) : Air filled cable box suitable for 33KV 3C X 120

SQ.MM AL. armoured XLPE Cable.

Termination (LV) : Suitable flange for termination of 2 runs 3.5 x 185

Sq.mm Al. Armoured XLPE Cable.

Impedance at 75 Degree celsius : As per IS 11171,IS 12063,IEE

Total Loss at Rated load, Voltage & frequency shall be: As per IS

The transformer shall be supplied with following fittings:

Perforated sheet for Air inlet and Air outlet at top and bottom.

Lifting lugs and Jack lifting pad support

Earthing terminals - 2 nos.for body earth and neutral earthing bushing

terminal on transformer top cover.

1.6 mm thick sheet steel enclosure.

Rating and Diagram plate.

Bi-directional Plain/Flanged Rollers.

150 mm dial winding temperature indicator with max pointer & 2 sets of

contacts for alarm & trip.

Marshalling box with GLS lamp point and 15A switchsocket oulet point with

watertight lockable cover lid

21.1 Transformer described as above. Set 50,57,174.00 1.00 5057174.0 1.00 5057174

SUBHEAD:-XLPE AL AR LT CABLE

Supply testing of under noted sizes of Aluminium conductor XLPE insulated

PVC sheathed & sleeved armoured and overall PVC sleeved 1.1 KV grade

power distribution cables conforming to relevant IS code and as per

specification in ground (including trenches) through pipe or on wall / racks

cable trays including dressing and clamping the cable with MS zinc

passivated clamps etc. as required.

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Supplying, laying, connecting,terminating, testing & commissioning of under

noted sizes of PVC insulated, PVC sheathed unarmoured and overall PVC

23) sleeved 1.1 KV grade control cables in pipe, wall, racks, cable trays,

including, dressing, clamping with M.S Zinc passivated clamps etc as

required conforming to relevant IS code and technical specifications.

SUBHEAD:-FIRE ALARMSYSTEM AND PA SYSTEM

24 Rectification of existing Fire Alarm system. No. 18,750 14.00 2,62,500.0 0.0 14.00 262500

Supply, installation, testing and commissioning of the Microprocessor

based intelligent analogue addressable, modular, expandable networkable, 2

loop (each loop shall consist of minimum 125 detector & 125 devices and

10% spare loop capacity) fire alarm control panel with minimum 640

character LCD display, multiple access levels, event history file in non-

volatile memory (EEPROM). The panel shall have a built-in integrated

voice command center with suitable rating amplifiers for minimum 2 speaker

zones and two way communication system. The panel shall support

programmable relay for controlling fans/AC equipment and monitoring of

fire sprinkler etc controlled by powerful Boolean logic equation. The panel

shall have minimum five independent hazard release circuit built-in the panel.

The panel shall have 240 volts AC power supply, automatic battery charger,

24 volts, sealed lead acid maintenance free batteries sufficient for 24 hours

normal working and then be capable of operating the system for 4 hours

during emergency condition. The panel shall be UL/EN listed.

1 No. Fire fighter's telephone handsets including all required accessories

shall be provided.

Supply, installation, testing and commissioning of the smoke detector with

26 sounder base along with mounting based LED, address switch to No. 3004 2,500.00 75,10,000.0 2,500.00 7510000

programme the detectors complete as required.

Supply, installation, testing and commissioning of the Analog addressable

27 rate of rise cum fixed temperature detector with mounting based LED, No. 2626 1,300.00 34,13,800.0 1,300.00 3413800

address switch to programme the detectors complete as required.

Wiring for Fire detector/speaker/modules/devices with 2 core 1.5 sq mm

PVC sheathed copper conductor 1100 volts grade flexible twisted pair Fire

28) survival armored cable with saddles including termination, gland and Pts. 285.00 19,000.00 54,15,000.0 0.00 0.0 19,000.00 5415000

providing/fixing 1.2 mm thick GI box with grid plates with earthing complete

in all respect.

Note: Length of cables sall be taken from the final layout

Providing, fixing, installing, testing and commissioning of exhaust pipe of following

dia fabricated out of 5 mm thick MS pipe and all fixing accessories and hardwires.

The exhaust pipes shall be insulated with 75 mm thick mineral wool insulation

wrapped in chicken mesh and clad with 24 gauge aluminium sheet as required.

29) Exhaust pipe shall also be inclusive of required supporting structure including heat

resistant paint etc complete in all respect as per drawing location as required for

successful operation of DG set in compliance with CPCB norms. Expansion

bellows shall be provided at necessary location.

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Project-"Repair/Modification and Upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e., Sapphire-1 & 2 at Noida " on Percentage Rate Basis

DETAILED ESTIMATE FOR PLUMBING AND FIRE FIGHTING SERVICES

Note:- The given quantities are based on visual observations at site, the quantities may varies during execution.

UNIT sapphire-1 sapphire-2

DSR- DESCRIPTION OF ITEMS RATE Cumulative

S.NO. Cumulative Amount

2023/MR Quantity

Quantity Quantity

PLUMBING Amount Amount

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

excavation / banking excavated or stacked materials

1.1 2.26.1 All kinds of soil

Earthwork in excavation by mechanical means ( Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5m in width or 10 sqm on plan) including dressing of

sides and ramming of bottoms, lift up to 1.5m, including getting

out the excavated soil and disposal of surplus excavated soil as

directed, with in a lead of 50m.

External Sew age Work

Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, anddressing of sides, ramming

of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers

not exceeding 20 cm in depth, including consolidatingeach

deposited layer by ramming, watering, etc. and disposing of

surplus excavated soil as directed,within a lead of 50 m :

3.1 2.10.1 All kinds of soil

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300

External Sew age Work

Extra for Excavation trenches for pipes, cables etc. in all kind of

4 2.14 soil for depth exceeding 1.5m but not exceding 3m (Rate is over

corresponding basic item for depth up to 1.5m)

2.14.1 Ordinary rock:

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300

Providing and laying in position cement concrete of specified

5 4.1 grade excluding the cost of centering and shuttering - All work up

to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40

Providing and laying in position specified grade of reinforced

6 5.1 cement concrete, excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone

Centering and shuttering including strutting, propping etc. and

7 5.9 removal of form for

Suspended floors, roofs, landings, balconies and access

7.2 5.9.16 Edges of slabs and breaks in floors and walls

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

8 5.22 cutting, bending, placing in position and binding all complete upto

Brick work with common burnt clay modular bricks of class

9 6.2 designation 7.5 in foundation and plinth in:

Providing and fixing on wall face unplasticised Rigid PVC rain

water pipes conforming to IS : 13592 Type A, including jointing

with seal ring conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes. 100mm dia.

12 mm cement plaster finished with a floating coat of neat

12 13.7 cement of mix :

Providing and fixing M.S. holder bat clamps of approved design

to sand cast iron/cast iron (spun) pipe embedded in and

including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (

1 cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size ) including cost of cutting holes and making good

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

14 18.7 CPVC plain & brass threaded fittings, including fixing the pipe

with clamps at 1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

14.1 Internal work - Exposed on wall

Miscellanious work

SITC of sprinkler installation valve

External Storm water drainage work

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

coarse sand : 10 graded stone aggregate 40 mm nominal size)

all-round S.W. pipes including bed concrete as per standard

External Storm water drainage work

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

16 19.6 pipes with collars jointed with stiff mixture of cement mortar in

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

joints etc. complete :

External Sew age Work

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

0.91m deep with SFRC cover and frame (heavy duty HD-20

grade designation) 560mm internal diameter conforming to

I.S:12592, total weight of cover and frame to be not less than

182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse

sand: 4 graded stone aggregate 20mm nominal size) including

centering, shuttering all complete.(Excavation foot rests and

with common burnt clay F.P.S.(non module) brick of class

External Sew age Work

2.30m deep with SFRC cover and frame (heavy duty HD-20

grade designation) 560mm internal diameter conforming to

I.S:12592, total weight of cover and frame to be not less than

182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse

sand: 4 graded stone aggregate 20mm nominal size) including

centering, shuttering all complete.(Excavation foot rests and

12mm thick cement plaster at the external surface shall be paid

for separately)

with common burnt clay F.P.S.(non module) brick of class

External Sew age Work

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

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

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

165 mm with minimum 112 mm space between protruded legs

19 19.16 having 2 mm tread on top surface by ribbing or chequering Each 553.70 1,520 20 1,540.00

besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with

stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification 8,41,624.00 11,074.00 8,52,698.00

Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

20 23.1 submitting strata chart/ bore log, including hire & running charges

of all equipments, tools, plants & machineries required for the

job, all complete as per direction of Engineer-in-charge, upto 90

metre depth below ground level.

20.1 23.1.1 All types of soil

Supplying, assembling, lowering and fixing in vertical position in

bore well, unplasticized PVC medium well casing (CM) pipe of

21 23.3 required dia, conforming to IS: 12818, including required hire and

labour charges, fittings & accessories etc. all complete, for all

depths, as per direction of Engineer -in-charge.

Supplying, assembling, lowering and fixing in vertical position in

bore well unplasticized PVC medium well screen (RMS) pipes

22 23.4 with ribs, conforming to IS: 12818, including hire & labour

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

as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling stone boulders of size

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

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

Supplying, filling, spreading & leveling gravels of size range 5

mm to 10 mm, in the recharge pit, over the existing layer of

boulders, in required thickness, for all leads & lifts, all complete

as per direction of Engineer-in-charge. 27,165.50 38,040.92 65,206.42

Supplying, filling, spreading & leveling coarse sand of size range

1.5 mm to 2 mm in recharge pit, in required thickness over

gravel layer, for all leads & lifts, all complete as per direction of

Engineer -in-charge. 27,165.50 38,040.92 65,206.42

Gravel packing in tubewell construction in accordance with IS:

4097, including providing gravel fine/ medium/ coarse, in required

26 23.8 grading & sizes as per actual requirement, all complete as per Cum 2024.5 7.50 10.50 18.00

direction of Engineer-in-charge 15,183.75 21,257.25 36,441.00

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

NON-SCHEDULED ITEMS

Providing fixing testing and commissioning of GI (Medium class)

27 NS1 pipe as per IS standard.

Water Supply Pump (Hydropneumatic System With variable

Speed System) - -

Providing, fixing and testing of packaged variable skid mounted

28 NS2 hydropneumatic system comprising of :-

Vertical, inline multistage centrifugal pumping set with stainless

steel SS-304 stage casing and SS-304 impellers with stainless

a) steel SS-316L shaft as per IEC standards and GJL250 cast

iron suction & discharge casing, connected to TEFC ventilated

IE5 class induction motor of 2 pole, 2900 rpm, suitable for

400/440 Volts, 3 phase, 50 Hz A.C.

Pressure vessel of non corrosive FRP composite construction

lined with NSF and/or FDA listed material, like high density

b) polyethylene with fully replaceable polyurethane. Air cell burst

pressure of minimum of 5 times the vessel operating pressure

and cycle tested for 2,50,000 cycles.

No. and capacity of Pressure Vessel – 01 Nos. x 100 Ltrs

Control Panel with programmable logic controller (PLC) for cyclic

operation of pumps. Pump working sequence should change

after every operation.Contractor overload relays and MCBs

c) should confirm to IEC 898 – 1995/ specifications. Blinking

indications for pumps start, trip, low level trip, health supply

should be provided in the panel along with the ammeter &

voltmeter. Control panel should also consist of cooling fan. Each

pump shall have seperate VFD panel.

Pressure switches bellow type fitted with micro switch and

d) having maximum pressure and differential scale should

confirming BS-6134 standards and IP55 protection class.

Stainless steel suction and delevery header, ball valve on each

e) pump on section delivery side, non return valves, Y stainer

complete in all respect.

Ball valves to be used should be Hot Pressed brass OT-58 with

f) stainless steel ball and P.T.F.E seal and O-Ring. NRVs to be

used should be with Springs and O-Ring arrangement.

Complete set system to be mounted on a common base

g) frame and shall follow following duty.

28.1 I For Flushing Water Supply (In STP)

(1 working + 1 stand by)

Capacity - 450 lpm (Each)

28.2 II For irrigation Water Supply (In STP)

(1 working + 1 stand by)

Capacity - 450 lpm (Each)

28.3 III For Domestic Water Supply (Terrace)

(1 working + 1 stand by)

Capacity - 150 lpm (Each)

Providing and fixing vertical pressure filter with dual media filter

(comprising of 600mm bed depth of graded sand gravel and

600mm bed depth of Anthracite) fabricated from high

performance M.S plate of minimum 8mm thick for shell & 10mm

thick for dished ends with top and bottom flanged openings

including top and bottom hub and lateral distribution and

collection system complete with initial charge of filter media,

face piping, valves, accessories, painting, testing and

commissioning complete.(Tested to 6 Kg/m 2)

Discharge : 450.0 lpm

Filtration Rate : 8500 lit./m 2/h

Old cooling tower transferred and reinstallation complete

work with testing and commissioning. 9,73,010.00 - 9,73,010

Supply, istallation, testing & commissioning of all

tower new signages to be provided.Speed, direction

signages & convex mirror to be provided at

basements 1 & 2 including ground floor complete. 2,79,720.00 - 2,79,720

Providing, fixing, testing & commissioning of MSEP water

softening plant (suitable for 3 Kg/Sqcm working pressure)

complete with initial charge with T-40 NA Resin, multiport valve

with built in ejector for controlling all operations), regeneration

32 NS6 system and HDPE tank, pressure gauge at inlet, outlet and back

wash (each with isolation cock), valves, fittings and water

hardness testing kit & associated works. Softener shall be

suitable for the following duty:

Note:The successful contractor will have to carry out a test of

raw water from all the sources of water for the Commercial,

Residential & apartment at their own cost from a reputed lab as

approved by the Engineer-in-Charge / Consultant. On the basis

of these results the contractor has to submit his shop drawings,

design calculations and specifications accordingly.

Please note that it is ultimately the responsibility of the

contractor to provide treated water for different use as per

International Standard as given in the attached guidelines.

Raw water hardness 700 Mg/L

Treated water hardness 50 Mg/L

Regeneration Period 10 Hrs.

Providing and fixing soil, waste and vent pipes

Providing and fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water pipes

33 NS7 conforming to IS : 13592 Type A, including jointing with seal

ring conforming to IS : 5382, leaving 10 mm gap for thermal

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

Rectification in unplasticised - PVC moulded fittings/ accessories

for unplasticised Rigid PVC rain water pipes conforming to IS :

34 NS8 13592 Type B, including jointing with seal ring conforming to

IS : 5382, leaving 10 mm gap for thermal expansion.

Providing and fixing uPVC Floor Clean Out plug 100mm with

suitable insert keys for opening, joint with PVC socket to soil

pipe / waste pipe of uPVC pipe as required complete as per

instruction of the Engineer in charge.

Rectification slope of Soil waste and rain water pipes in

Drainage Sump Pumps

Submersible pumps for basement drainage & Pump Room

37 NS11 drainage.

Submersible single stage single entry pumps with C.I.body and

C.I. two vane enclosed type impeller connected to TEFC

submersible motor for 415 volts, 3 phase, 50 cycles including

MCC panel with level controllers, auto control, sequential change

over facility with one proper working at low level & two proper

working at high level with an audible alarm including all

interconnectivity cables, with both pumps connected to common

outlet header including valves, non return valves, lifting chains

etc. complete in all respect including panels.

No. of Pumps: 2 (1 Working +1 Standby)=1 set

A Basement Drainage

(Solid handiling capacity 12mm)

Capacity- 200 lpm (Each)

Basement Drainage(Sump pump transferred & reinstallation

B from sapphire 2 to 1)

(Solid handiling capacity 12mm)

Capacity- 200 lpm (Each)

C For STP Drainage

(Solid handiling capacity 12mm)

Capacity- 300 lpm (Each)

D For STP Drainage

(Solid handiling capacity 12mm)

Capacity- 300 lpm (Each)

E For Pump Room & Basement Drainage

(Solid handiling capacity 12mm)

Capacity- 200 lpm (Each)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

38 NS12 CPVC plain & brass threaded fittings, including fixing the pipe

with clamps at 1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

Providing and fixing forged brass operated ball valve of full flow

39 NS13 of superior quality having minimum working pressure of 16 -

Providing, fixing, testing and commissioning moterise Ball valve

of following sizes, for filling of overhead tanks complete with high

& low level switchs & pressure switch to control the valve. The

level controller shalll be installed in over head tank. The level

40 NS14 switch will close the valve when water level is high & open the

valve when level is low in the tank. The system should be

complete in all respect with accessories, 220V AC / 24 V DC, IP

67 water level control unit, Control Panel, copper control wiring

in whether proof casing etc.

Providing fixing testing and commissioning of PRV in water

41 NS15 supply pipes.

GARDEN IRRIGATION

Providing & fixing in position 25 mm dia lawn hydrants consisting

42 NS16 of 25 mm dia Ball valve, GI nipple and threaded hose receiver Each 145.00 - 23.00 23

complete as required. - 3,335.00 3,335

Providing, fixing, testing and commisioning of brick masonary

43 NS17 rain water catch basins size (600mmX600mm) depth upto Nos. 6330.00 35.00 35

Sewage Treatment Plant 250 KLD ( MBBR Technology )

Note : All Civil Works with Structural Walk Ways/ Railings

to be Done by Civil Estimate.

Design, Supplying, installing, testing & commissioning of Sewage

Treatment Plant of 250 KLD (excluding excavation, back filling

& disposal of surplus earth MS / Civil construction work) for the

following duty:

Sewage treatment plant shall include the following items:

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

a. Screen chambers with SS Screen

b. Equalization Tank

c. Aerobic & Anoxic tank

g. Recirculation pumps, backpulse pump, permeate pump etc.

h. Dewatering system

j. Electrical Panel, Cabling (Power & Control), Earthing

k. Tertiary Treatment,UF System & UV System

l. Clear Water tank and Flushing Water tank.Irrigation,Flushing &

Soft Water Transfer Pump.

J. Ventilation system

K.Lighting System

44.1 a INLET SEWAGE CHARACTERSTICS (ASSUMED) 63,20,050 1.00 63,20,050.00 1 63,20,050.00 2 1,26,40,100

BOD5 : 250 - 350 mg/lit

Total Suspended Solids (TSS) : 250 - 450 mg/lit

COD : 500 - 700 mg/lit Set

Oil / Grease : upto 50 mg/lit

Inflow time : 24 HRS

Peak factor : 3

Temperature : Ambient

Desired Sewage Quality After Treatment

BOD5 : < 10 mg/lit

Total Suspended Solids (TSS) : < 10 mg/lit

COD : < 50 mg/lit

Oil / Grease : < 5 mg/lit

Colour : Colourless

Odor : unobjectionable

NH4-N :< 5 mg/lit

N Total :< 10 mg/lit

PO4-P : 2 mg/lit

Vendor shall ensure submission of detailed GA drawings (Plan

& Section), P&I diagram, schematic diagram for the above said

component and additional component if so required for the

complete working of the STP for the full capacity.

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

DSR/NDSR sapphire-1 sapphire-2

DSR-2021/ DESCRIPTION OF ITEMS RATE Cumulative

S.NO. Cumulative Amount

2022/MR Quantity

FIRE FIGHTING Quantity Amount Quantity Amount

1 Providing and fixing in position the industrial type pressure Each 1196.00 22 0 22.00

16.8 gauges with gun metal / brass valves complete as required 26,312.00 - 26,312.00

Providing, fixing, testing & commissioning of 15mm dia

2 18.21 quartzoid bulb type sprinklers of rating 68 degree

centigrade with required accessories :

Providing & fixing flow switch in following sizes M.S. pipe

including connection etc as required.

NON-SCHEDULED ITEMS

PUMP ROOM PANEL (INDOOR TYPE) IN PUMP ROOM

Design, manufacture, supply,including supervision during

installation, testing and commissioning of 2 mm thick MS sheet

steel fabricated cubicle type Panel dust and vermin proof

complete with hinged and lockable doors . The Sheet Steel shall

4 NS1 under go minimum eight tank treatment followed by finishing

treatment of powder coating with 70 micron minimum thickness.

All the panels shall be floor mounted and dead front construction

complete with interconnections. (Form IIIB)

Incomer comprising of :

250 amps 4 Pole MCCB with Microprocesser release for SC &

OL and EF protections - 1 Set

ON / OFF / TRIP indicating lights with control MCB -1 Set

Phase indicating light protected by 2 amps MCB’s - 1 Set.

Bus Bar comprising of :

300 Amps FP ,16KA FOR 1 SEC Aluminium Bus Bar with colour

coded heat shrinkable steeve - 1 set

Outgoing comprising of :

100 amps 4 Pole MCCB with Thermal magnatic release for SC

& OL and EF protections - 4 Set

All breakers shall be minimum 16 kA rating with Icu = Ics.

PUMP ROOM PANEL (INDOOR TYPE) IN PUMP ROOM

S TOWER COMMON PANEL (INDOOR TYPE) IN

Design, manufacture, supply,including supervision during

installation, testing and commissioning of 2 mm thick MS sheet

steel fabricated cubicle type Panel dust and vermin proof

complete with hinged and lockable doors . The Sheet Steel shall

5 NS2 under go minimum eight tank treatment followed by finishing

treatment of powder coating with 70 micron minimum thickness.

All the panels shall be floor mounted and dead front construction

complete with interconnections. (Form IIIB)

Incomer comprising of :

125amps 4 Pole MCCB with thermagnaticr release for SC & OL

a. and EF protections - 1 Set

b. ON / OFF / TRIP indicating lights with control MCB -1 Set

c. Phase indicating light protected by 2 amps MCB’s - 1 Set.

Bus Bar comprising of :

300 Amps FP ,16KA FOR 1 SEC Aluminium Bus Bar with colour

i coded heat shrinkable steeve - 1 set

Outgoing comprising of :

63A,4P MCB -12Set

100 amps 4 Pole MCCB with Thermal magnatic release for SC

& OL and EF protections - 2 Set

a. All breakers shall be minimum 16 kA rating with Icu = Ics.

S TOWER COMMON PANEL (INDOOR TYPE) IN BASEMENT

HYDRANTS SYSTEM

Providing & fixing angle iron (40mm x 40mm x 5mm ) door

frame and MS sheet (2mm thick) cum glass shutter of size

2.1 mtr x 1.2 mtr (N.S) with 25mm x 25mm x 3 mm angle

frame all around & stiffened in between i/c hinges, handle,

locking arrangement, painting with approved synthetic

enamel paint i/c sign writing on glass at internal hydrant

including providing & Fixing MS sheet 2mm thick on

remaining portion above door to close opening i/c painting

etc as required. (Internal) - 4,01,200.00 4,01,200

Providing testing & commissioning of sign board illumunation at

front gate approved from engineer encharge.

Providing two coats of synthetic enamel paint of approved

shade over a coat of primer. Prior to application of primer

8 NS5 the surface should be cleaned for any dirt, rusts, rough

substance etc. Including painting of legends both direction

arrow as per the approval of the Project Manager.

Total Non-DSR Items 8,01,590 11,68,846 19,70,436

Total DSR & Non-DSR Items 41,17,522 22,12,846 63,30,368

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e. Sapphire-1 & Sapphire-2 at Noida" on Percentage Rate Basis

DETAILED ESTIMATE FOR CIVIL & ARCHITECTURE

Note:- The given quantities are based on visual observations at site, the quantities may varies during execution.

sapphire-1 sapphire-2 Cumulative

SI No. NDSR Item Description Unit Rate Cumulative Amount

Quantity Amount Quantity Amount Quantity

NON -SCHEDULE ITEMS

Supplying and istallation of Commercial Treadmill

Specification: Motor 4HP Peak (8HP Peak) Speed 1 - 20 km/h

Elevation 0 - 20% Inverter G-Way Inverter

1 NS 1 Display 15.6 capacitive touch screen Running Belt nos. 179470.00 0 0 2 358940 2 358940

Dimensions 2380*980*1700mm NW/GW 258kg/293kg Max

User Weight 200kg

Supplying and istallation of Commercial Elliptical Cross Trainer

Specification: NW/GW - 118kg/135kg Size - 96311.00

Max User weight - 200kg Self Power Generating

Supplying and istallation of Magnetic Spinning Bike ( with 21

Different Resistant Levels And 26kg Fly Wheel)

Max User Weight 180Kg Resistance Level - 21 Fly Wheel

Supplying and istallation of Massager/ Vibrator (Commercial)

4 NS 4 Specification: Motor 600 Watt Speed - 1-50 nos. 33926.00 0 0 1 33926 1 33926

NW/GW - 27kg / 30kg Max User Weight - 180 kg

Supplying and istallation of Seated Chest Press

Weight Stack 100kg

Supplying and istallation of Seated Straight Arm Clip Chest

Weight Stack 100kg

Supplying and istallation of Shoulder Press

Specification: Size - (L) 1400, (W) 1382, (H) 1655 Weight 123996.00 0

Weight Stack 100kg

Supplying and istallation of Bicep Curl

Specification: Size - (L) 1100, (W) 1260, (H) 1655 Weight 123996.00

Weight Stack 100kg

Supplying and istallation of Upper Limbs

Specification: Size - (L) 1300, (W) 1380, (H) 2330 Weight 136455.00

Weight Stack 100kg

Supplying and istallation of High Pully

Specification: Size - (L) 1300, (W) 1380, (H) 2330 Weight 123996.00 0

Weight Stack 100kg

Supplying and istallation of Seated Horizontal Pully Low Row

Specification: Size - (L) 1135, (W) 1740, (H) 1700 Weight 123996.00 0

Weight Stack 100kg

Supplying and istallation of Seated Leg Curl

Specification: Size - (L) 1270, (W) 1595, (H) 1655 Weight 123996.00 0

Weight Stack 100kg

Supplying and istallation of Extension

Specification: Size - (L) 1270, (W) 1595, (H) 1655 Weight 123996.00 0

Weight Stack 100kg

Supplying and istallation of Functional Trainer

Weight Stack 200Kg

Supplying and istallation of Leg Press

Specification: Size (L) 2190, (W) 1640, (H) 1260 Weight 224kg

Supplying and istallation of Hack Slide

Supplying and istallation of 3D Smith Machine

Supplying and istallation of AB Coaster 68625.00

Specification: Dimension 1589*1150*1087mm Weight 134kg

Supplying and istallation of Weight Bench (Luxury)

Specification: Size - (L) 1720, (W) 1670, (H) 1200 Weight 68kg

Supplying and istallation of Incline Bench (Luxury) 49245.00

Specification: Size - (L) 2010, (W) 1680, (H) 1400 Weight 96kg

Supplying and istallation of Roman Chair 33936.00

Specification: Size - (L) 1200, (W) 660, (H) 880 Weight 34kg

Supplying and istallation of Vertical Knee Raise 40888.00

Specification: Size - (L) 1400, (W) 760, (H) 2240 Weight 75kg

Supplying and istallation of Dumbbell Rack

Specification: Size - (L) 2090, (W) 810, (H) 820 Weight 64kg

Supplying and istallation of Adjustable Web Board

Specification: Size - (L) 1740, (W) 620, (H) 1300 Weight 49kg

Supplying and istallation of Flat Bench

Specification: Size - (L) 1350, (W) 690, (H) 430 Weight 27kg

Supplying and istallation of Super Bench 40857.00 0

26 NS 26 Specification: Size: 1513*649*471mm, N.W: 34kg nos. 0 1 40857 1 40857

Supplying and istallation of Barbell Rack 29783.00

Specification: Size - (L) 950, (W) 700, (H) 1300 Weight 40kg

Supplying and istallation of Weight Plate Tree 33926.00

Specification: Size - (L) 780, (W) 780, (H) 1100 Weight 29kg

Digitally signed by ANUJ

"Repair/modification and upgradation of Civil, MEP etc. works of 02 Amrapali projects i.e.Sapphire - 1 Sapphire - 2 at Noida" on Percentage Rate Basis

29 NS 29 Supplying and istallation of Double Twister nos. 40847.00 0 0 1 40847 1 40847

30 NS 30 Supplying and istallation of Fore Arm Machine nos. 47768.00 0 0 1 47768 1 47768

31 NS 31 Supplying of 7ft S-Rod Straight Rod nos. 8455.00 0 0 3 25365 3 25365

32 NS 32 Supplying of 5ft S-Rod Straight Rod nos. 6794.00 0 0 1 6794 1 6794

33 NS 33 Supplying of 4ft S-Rod Straight Rod nos. 4856.00 0 0 1 4856 1 4856

34 NS 34 Supplying of 4ft E Z Rod nos. 6794.00 0 0 1 6794 1 6794

35 NS 35 Supplying of Box Rod nos. 6517.00 0 0 1 6517 1 6517

36 NS 36 Supplying of Dead Lift Bar nos. 9562.00 0 0 1 9562 1 9562

37 NS 37 Supplying of 5kg Fix-B Fixed Rod nos. 2779.00 0 0 1 2779 1 2779

38 NS 38 Supplying of 10kg Fix-B Fixed Rod nos. 3610.00 0 0 1 3610 1 3610

39 NS 39 Supplying of 15kg Fix-B Fixed Rod nos. 5409.00 0 0 1 5409 1 5409

40 NS 40 Supplying of 20kg Fix-B Fixed Rod nos. 7209.00 0 0 1 7209 1 7209

41 NS 41 Supplying of PU Coated Dumbbells kg 205.00 0 0 500 102500 500 102500

42 NS 42 Supplying of Multi Coloured Plates kg 163.00 0 0 500 81500 500 81500

Total Non-DSR Item 0 3176148 31,76,148.00

Total DSR & NON-DSR ITEM 0 3176148 31,76,148.00

Digitally signed by ANUJ