IIM Visakhapatnam

TOTAL AMOUNT -

4.20 Providing and laying in position ready mixed plain cement concrete, with

cement content as per approved design mix and manufactured in fully

automatic batching plant and transported to site of work in transit mixer for

all leads, having continuous agitated mixer, manufactured as per mix design

of specified grade for plain cement concrete work, including pumping of

R.M.C. from transit mixer to site of laying and curing, excluding the cost of

centering, shuttering and finishing, including cost of curing, admixtures in

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

concrete, improve workability

without impairing strength and durability as per direction of the Engineerin-

(Note :- M.sand/Crushed sand shall be used with prior approval of engineer -

4.20.1 All works upto plinth level :

3.1 NDSR M-10 grade plain cement concrete (cement content considered @ 220 Cum 614

kg/cum). No extra cost shall be paid for variation in cement content.

3.2 NDSR Making plinth protection 100mm thick of cement concrete 1:3:6 (1 cement : 3 Sqm 504

coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over

75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth.

Total Carried Over to Summary

4.0 5.0 REINFORCEMENT CEMENT CONCRETE WORK

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

4.1 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass Sqm 1,620

4.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and Sqm 3,320

string courses etc.

4.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 9,848

4.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 8,826

4.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 4,915

4.6 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 277

5.9.14 Extra for shuttering in circular work (20% of respective centering and

shuttering item)

4.7 b) Columns Sqm 3

4.8 5.9.18 Small surfaces such as cantilever ends, brackets and ends Sqm 6

of steps, caps and bases to pilasters and columns and the

5.11 Extra for additional height in centering, shuttering where ever required with

adequate bracing, propping etc. including cost of de-shuttering and

decentering at all levels, over a height of 3.5 m, for every additional height of

1 meter or part there of (Plan area to be measured).

4.9 5.11.1 a) Suspended floors, roofs, landing, beams and balconies (Plan area to be Sqm 173 -

5.22 Reinforcement for R.C.C.work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level

4.10 5.22.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 75,622

5.22A Reinforcement for R.C.C.work including straightening, cutting, bending,

placing in position and binding all complete above plint level

4.11 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 3,23,934

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

5.33 Providing and laying in position ready mixed or site batched design mix M25

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland (OPC 53 grade)/Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete,to improve durability and workability without

impairing strength;including pumping of concrete to site of laying,

curing,carriage for all leads; but excluding the cost of

centering,shuttering,finishing and reinforcement as per direction of the

engineer-in-charge.

(Note :- Cement content considered in this item is @ 330 kg/cum.). No extra

cost shall be paid for variation in cement content.

(Note :- M.sand/Crushed sand shall be used with prior approval of engineer -

4.12 NDSR a)All works up to Plinth level. Cum 1,149

4.13 NDSR b)All works above plinth Cum 2,935

4.14 5.30 Add for plaster drip course/ groove in plastered surface or moulding to Rmt 1,298

R.C.C. projections.

Rate (in Words): Rupees

Total Carried Over to Summary

5.0 6.0 BRICK WORK

5.1 6.5 Extra for brick work/ AAC block masonry/ Solid Concrete block masonry Cum 468

work in superstructure above floor V level for each two floors or part thereof

by mechanical means.

5.2 6.47 AAC BLOCK MASONRY Cum 634

Providing and laying autoclaved aerated cement blocks masonry with AAC

blocks of required thickness as per drawing in below plinth/ super structure

above plinth level up to floor V level with RCC band at sill level and lintel level

with approved block laying polymer modified adhesive mortar all complete as

per direction of Engineer in- Charge. (The payment of RCC band, shuttering

and reinforcement shall be made for separately).

5.3 26.69 Providing and laying factory made Precast concrete solid blocks of 200 mm

thickness of grade M10 made of C&D waste from approved manufacturer in

superstructure above plinth level up to floor V level

26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 887

Total Carried Over to Summary

6.0 8.0 CLADDING WORK

Contractor shall prepare shop drawing for flooring/ cladding pattern as per

available size o approved sample (for all type of stone flooring/ cladding/ wall

lining) based on concept drawing and get approved by Engineer In Charge

before execution of work.

8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, Premoulded

and prepolished, machine cut for kitchen platforms, vanity counters, coping,

tread, landscaping, window sills, facias, parapet top and similar locations of

required size, approved shade, colour and texture laid over 20 mm thick base

cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white

cement, mixed with matching pigment, epoxy touch ups, including rubbing,

curing, moulding and polishing to edges to give high gloss finish etc. complete

at all levels, as per sample approved by Engineer in-charge. Necessary MS/

SS frame structure for fixing the stone counter shall be paid in relevant

8.2.2 Polished Granite of any colour and shade

Area of slab upto 0.50 sqm

6.1 8.2.2.1 a) Polished Granite stone slab sweet green Sqm 470

6.2 8.4 Extra for fixing marble/ granite stone over and above corresponding in facia Meter 43

and drops of width upto 150mm with epoxy resin based adhesive including

cleaning etc complete. Facia shall be match with shade of counter or

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

6.3 8.5 Extra for providing opening of required size & shape for wash basins/ kitchen Each 70

sink in kitchen platform, vanity counters and similar location in marble/

Granite/ stone work including necessary holes for pillar taps etc. including

rubbing and polishing of cut edges etc. complete.

6.4 NDSR Providing and fixing machine cut, mirror/ eggshell polished, 18mm thick Sqm 50

Granite stone work for wall cladding, in required design and pattern wherever

required, stones of different finished surface texture, on 12 mm (average)

thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with

white cement slurry @ 3.3 kg/sqm including pointing with white cement

slurry admixed with pigment of matching shade, including rubbing, curing,

polishing etc. all complete as per Architectural drawings, and as directed by

the Engineer-in-Charge.

Total Carried Over to Summary

7.0 9.0 WOOD AND PVC WORK

7.1 Hollow metal Un insulated fire rated doors

Providing and fixing of Medium Duty hollow metal fire rated doors as per IS

3614: 2021, for 120min integrity only. Pressed galvanized steel confirming to

IS 277 with the following specification. Recommended fire door shall be tested

as per IS/ISO 3008-1 from Exova/TBW/CBRI approved lab. Labled fire doors

shall be with fire rated hardware and vision panel all as a complete assembly.

Proper label confirming the type of door and the hourly rating is mandatory.

Door frame shall be single rebate profile of size 100 x 58mm made out of

1.20mm (18gauge) minimum thick galvanized steel sheet. Frames shall be

mitered and field assembled with self tabs.All provision should be mortised,

drilled and tapped for receiving appropriate hardware. Frames should be

provided with back plate bracket and anchor fasteners for installation on a

finished plastered masonry wall opening.

Door leaf shall be 47mm thick fully flush door, with or without vision lite.

Door leaf shall be manufactured from 0.8mm (22guage) minimum thick

galvanised steel sheet. The internal construction of the door should be rigid

reinforcement pads for receiving appropriate hardware. The infill material

shall be honeycomb. All doors shall be factory prepped for receiving

appropriate hardware and provided with necessary reinforcement for hinges,

locks, and door closers. The edges should be interlocked with a bending

radius of 1.4mm. For pair of doors integrated astragals has to be provided on

the meeting stile for both active and inactive leaf. Vision lite wherever

applicable should be provided for 6mm clear borosilicate fire rated glass as

per manufacturers recommendation with a clipon arrangement.

Door and frames shall be finished Pure Polyster Powder coated and shall

have passed minimum 500 hours of salt sprey test.

Rate shall include supply and installation of frame,shutter,vision panel and

hardware as a complete assembly as per elevation drawings.

7.1.1 NDSR FD4A Door size 1200x 2000 single leaf including frame,shutter, vision panel Nos. 3

150x400mm of 6mm clear glass and hardware 3nos Ball bearing butt hinge,

SS304, of size 101 x 89 x 3mm with screws in SSS , Fire rated Mortice sash

lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl., 5pin both side key

Length=65mm, SNP with Escutcheons in SSS. set of Lever Handle Pure, with

roses & esc. SSS, Door closer with Hold open - as complete assembly.

7.1.2 NDSR FD4B Door size 1200x 1800 single leaf including frame,shutter, vision panel Nos. 2

150x400mm of 6mm clear glass and hardware 3nos Ball bearing butt hinge,

SS304, of size 101 x 89 x 3mm with screws in SSS, Fire rated Mortice sash

lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl., 5pin both side key

Length=65mm, SNP with Escutcheons in SSS. set of Lever Handle Pure, with

roses & esc. SSS, Door closer with Hold open - as complete assembly.

7.2 Providing and fixing of Standard duty Hollow metal doors made of pressed

galvanized steel confirming to IS 277 with the following specification. Doors

shall be with / without vision glass and louver as a part of complete

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

Door frame shall be single rebate of size 100 x 58mm - Single Rebate or 150

x 58mm - Double rebate made out of minimum 1.20mm (18gauge) thick

galvanized steel sheet. Frames shall be mitered only. Frames shall be field

assembled with self tabs. Bolted & butted joints are not acceptable. All

provision should be mortised, drilled and tapped for receiving appropriate

hardware. Frames should be provided with back plate bracket and anchor

fasteners for installation on a finished plastered masonry wall opening.

Door leaf shall be 47mm thick fully flush door, with or without vision lite.

Door leaf shall be manufactured from minimum 0.8mm (22guage) thick

galvanised steel sheet. The internal construction of the door should be rigid

reinforcement pads for receiving appropriate hardware. The infill material

shall be resin bonded honeycomb core. The edges should be interlocked with

a bending radius of 1.4mm. For pair of doors integrated astragals has to be

provided on the meeting stile for both active and inactive leaf. Vision lite

wherever applicable should be provided a clipon arrangement. Glass shall be

minimum 6mm clear glass with suitable gaskets as per manufacturers

recommendation with a clipon arrangement.

All doors and frames shall be finished Pure Polyster Powder coated and shall

have passed minimum 500 hours of salt sprey test.

Rate shall include supply and installation of frame,shutter,vision panel and

hardware as a complete assembly as per elevation drawings.

7.2.1 NDSR Door code D1A of Door size 1200x 2100 - Double rebate profile including Nos. 32

frame,shutter, eye viewer and hardware 3 nos Ball bearing butt hinge,

SS304, of size 101 x 75 x 3mm with screws in SSS, Mortice sash lock 271,

55mm BS/20mm sq. fornd, SSS, EP Cyl., 5pin both side key Length=65mm,

SNP with Escutcheons in SSS. set of Lever Handle Pure + ITTKO, with roses

& esc. SSS, tower bolt of 300mm and magnetic door stopper as complete

7.2.2 NDSR Door code D1B of Door size 1000x 2100 including frame,shutter, and Nos. 168

hardware 3 nos Ball bearing butt hinge, SS304, of size 101 x 75 x 3mm with

screws in SSS - Mortice sash lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl.,

5pin both side key Length=65mm, SNP with Escutcheons in SSS. set of Lever

Handle Pure + ITTKO, with roses & esc. SSS, tower bolt of 300mm and

magnetic door stopper as complete assembly.

7.2.3 NDSR Door code D1C of Door size 800x 2100 including frame, shutter and Nos. 33

hardware 3 nos Ball bearing butt hinge, SS304, of size 101 x 75 x 3mm with

screws in SSS, Mortice sash lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl.

3225, 5pin both side key Length=65mm, SNP with Escutcheons in SSS. set of

Lever Handle Pure + ITTKO, with roses & esc. SSS, tower bolt of 300mm and

magnetic door stopper as complete assembly.

7.2.4 NDSR Door code D1D of Door size 900x 2100 including frame,shutter and hardware Nos. 2

3 nos Ball bearing butt hinge, SS304, of size 101 x 75 x 3mm with screws in

SSS, Mortice sash lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl., 5pin both

side key Length=65mm, SNP with Escutcheons in SSS. set of Lever Handle

Pure + ITTKO, with roses & esc. SSS, tower bolt of 300mm and magnetic door

stopper as complete assembly.

7.2.5 NDSR Door code D1E of Door size 1000x 1900 including frame, shutter and Nos. 1

hardware 3 nos Ball bearing butt hinge, SS304, of size 101 x 75 x 3mm with

screws in SSS, Mortice sash lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl.,

5pin both side key Length=65mm, SNP with Escutcheons in SSS. set of Lever

Handle Pure, with roses & esc + ITTKO. SSS, tower bolt of 300mm and

magnetic door stopper as complete assembly.

7.2.6 NDSR Door code D1F of wall opening 3100x2700 and Door size 2000x 2100 - Nos. 1

Double Rebate including frame,shutter,8mm toughned glass and hardware 8

nos Ball bearing butt hinge, SS304, of size 101 x 75 x 3mm with screws in

SSS, Mortice dead lock, 55mm BS/20mm sq. fornd, SSS, EP Cyl., 5pin both

side key Length=65mm, SNP with Escutcheons in SSS + ITTKO. Dtype pull

Handle of size 300x22mm BTB fixing in SSS, 2no Door closer with Hold open,

2no conceald flush bolt of 300 mm dust proof socket, door bootom seal on

both shutter as complete assembly as per elevation.

7.2.7 NDSR Door code D1G of Door size 900x 2100 - Double Rebate including Nos. 1

frame,shutter and hardware 3 nos Ball bearing butt hinge, SS304, of size 101

x 75 x 3mm with screws in SSS, Mortice sash lock, 55mm BS/20mm sq.

fornd, SSS, EP Cyl., 5pin both side key Length=65mm, SNP with Escutcheons

in SSS set of Lever Handle Pure, with roses & esc. SSS + ITTKO, tower bolt of

300mm and magnetic door stopper as complete assembly.

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

7.2.8 NDSR Door code D1H of Door size 1000x 2100 - Double Rebate including frame, Nos. 90

shutter and hardware 3 nos Ball bearing butt hinge, SS304, of size 101 x 75

x 3mm with screws in SSS, Mortice sash lock, 55mm BS/20mm sq. fornd,

SSS, EP Cyl., 5pin both side key Length=65mm, SNP with Escutcheons in

SSS. set of Lever Handle Pure, with roses & esc. SSS + ITTKO, tower bolt of

300mm and magnetic door stopper as complete assembly.

7.2.9 NDSR Door code D2A of Door size 1000x 2100 including frame,shutter and Nos. 10

hardware 3 nos Ball bearing butt hinge, 6mm clear glass, SS304, of size 101

x 75 x 3mm with screws in SSS, Mortice sash lock, 55mm BS/20mm sq.

fornd, SSS, EP Cyl., 5pin both side key Length=65mm, SNP with Escutcheons

in SSS. set of Lever Handle Pure, with roses & esc. SSS + ITTKO, Hold Open

arm Door Closer, tower bolt of 300mm - as complete assembly.

7.2.10 NDSR Door code D2B of Door size 1200x 2100 including frame,shutter, full glass Nos. 8

and hardware 3 nos Ball bearing butt hinge, SS304, of size 101 x 75 x 3mm

with screws in SSS, 6mm clear glass, Mortice sash lock, 55mm BS/20mm

sq. fornd, SSS, EP Cyl., 5pin both side key Length=65mm, SNP with

Escutcheons in SSS. set of Lever Handle Pure, with roses & esc. SSS +

ITTKO, Hold Open arm Door Closer, - as complete assembly.

7.2.11 NDSR Door code D3A of Door size 800x 2100 including frame,shutter, and Nos. 106

hardware 3 nos Ball bearing butt hinge SS304, of size 101 x 89 x 3mm with

screws in SS, Door Closer Provision, Mortice Lever Handle SS 304 Sliding

Tower Bolt (250 mm), SS 304 Tower Bolt (300 mm) - as complete assembly.

7.2.12 NDSR D5A Door size 1000x 2100 single leaf including frame, shutter, vision panel Nos. 20

500 x 1700mm of 6mm clear toughened glass and hardware 3nos Ball

bearing butt hinge, SS304, of size 101 x 89 x 3mm with screws in SSS,

Mortice sash lock 281A, 55mm BS/20mm sq. fornd, SSS, EP CyM 3225,

5pin both side key Length=65mm, SNP with Escutcheons in SSS. set of

Lever Handle Pure with roses & esc. SSS + ITTKO, as complete assembly

7.3 NDSR Providing and fixing 6mm thick frame less mirror of approve make in any Sqm 75

shape and sizes as per drawing. Mirror shall be fixed on 6mm thick cement

bonded particle board (Bison panel) backing. Cement bonded particle board

shall be fixed to wall with approved SS 304 fastener. All edges of glass shall

be sharp grinded, cute corner and polished. Glass shall be fixed with

approved adhesive/ 3M tape etc. complete at all floors/ all levels/ all heights

as directed by Engineer In Charge. Installed area of mirror shall be

considered for payment without wastage.

Total Carried Over to Summary

8.0 10.0 STEEL WORK

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

hoisting, fixing in position and applying a specified primer and paint using

structural steel etc. as required. The item shall be executed as per particular

specifications given for structural steel.

Contractor shall submit shop drawing as per intent drawing as per tender

document for all structural elements. Contractor shall get approval of shop

drawing before execution of work.

8.1 10.25.1 a) In stringers, treads, landing, slab etc of stair case including use of Kg 42

chequered plate wherever required all complete.

8.2 10.25.2 b) In gratings, frames, guard bar, ladder, platform, railings, brackets, had Kg 22,902

rail, gate, grill door, façade/ canopy sub structure, false ceiling framing and

supporting member, hanger, walk way above false ceiling, for cutout closing

in RCC work, and similar works.

8.3 NDSR -Do as above item no.8.2, but for grill door with hardware & synthetic enamal Sqm 10

8.4 10.28 Providing and fixing stainless steel (Grade 304) railing, gratings, frames, kg 14,070

guard bar, brackets, corner guard, kick plate, and similar works made of

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

buffing, polishing and making curvature

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

(wherever required) and fitting the same with necessary stainless steel nuts

and bolts complete i.e. fixing the railing with necessary accessories &

stainless steel 304 dash fasteners of approved make, stainless steel bolts etc.,

of required size, on the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer-in-charge.

(for payment purpose only weight of stainless steel members shall be

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

Contractor shall submit shop drawing as per tender drawing for all structural

elements. Contractor shall get approval from Engineer In Charge of shop

drawing before execution of work.

8.5 10.1 Structural steel work in single section, fixed with or without connecting Kg 7

plate,including cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

8.6 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic No. 58

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

1786, having minimum cross section as 23 mmx25mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by ribbing or

chequering 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 mark to be visible even after fixing,

including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6

(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

8.7 NDSR Providing, fixing, fabricating railing @ 900mm high (from toe wall), in profile Rmt 39

made out of 38mm vertical Stainless steel (grade 304) square pipe uprights

(end and intermediate) including fixing 10mm thick toughened glass with

25mmx25mm SS (grade 304) square pipe at top and bottom of glass and

38mmx38mm SS (grade 304) square pipe as hand rail, SS rosette cover fixed

with SS pins, dowels, clamps, rubber, screws, gaskets, SS patch fitting etc.

including required jointing and sealing with approved quality silicon sealant

etc. all complete as per detail drawing, specification to entire satisfaction of

PM. Work includes preparing shop drawings to scale with joinery and fixing

details and further includes providing samples and preparing full scale

mockup samples for approval. all complete as per Architectural drawings,

and as directed by the Engineer-in-Charge.

8.8 NDSR Providing, fabricating and fixing in position Aluminum jali system in facade Sqm

as detailed and approved in shop drawing (based on concept architectural

drawings). The jali shall be fixed to aluminium framing system consisting of

76.20x3.18mm aluminium L-section welded to primary aluminum tube

section of size 76.20x76.20x3.25mm aluminium clip and shall be fixed to

RCC beam with GI bracket, 10mm long with M10 size anchor fasteners and

76.20x3.18mm aluminum bottom section welded to secondary aluminum

tube section of size 76.20x50.80x3.25 at bottom. All aluminium section /

louvers to be polyester powder coated (60 microns) all around in approved

shade and colour. All items shall be strengthened and lapped as required.

The aluminium clip and louvers shall be fabricated as per profile shown in

the drawing. including plan, elevation and detail of fixing with structure for

approval of the Engineer-in-Charge Samples of each item on full scale as

directed by the Engineer-in-Charge shall be submitted for approval. Work

shall be commenced only on approval of shop drawing by Engineer-in-Charge

(Measurement and payment shall be made on the actual finished area on the

elevation.The rate includes cost of powder coated aluminium mullion

sections, clips, louvers, GI brackets, anchor fasteners, scaffolding, labour

charges, working at all levels, heights and leads and other accessories)

Total Carried Over to Summary

9.0 11.0 FLOORING

Contractor shall submit flooring (for all type of flooring) pattern according to

approved sample/ mockup and available size of stone in drawing and get

approved by Engineer In Charge before execution of work.

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

Providing and laying Cement Concrete Pavement/ floor of specified gade with

specified finish as mentioned below:

9.1 11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded Cum 3

stone aggregate 20 mm nominal size), including finishing complete.

9.2 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of neat cement, including cement

slurry, but excluding the cost of nosing of steps etc. complete.

9.2.1 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 2,446

9.3 NDSR 25mm thick Tandur stone slab flooring of size 600x600mm even shade and Sqm 136

as per approved sample 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) complete.

9.4 11.31 Extra for pre finished nosing in treads of steps of kota stone/ any type of meter 490

granite stone slab.

9.5 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness Sqm 69

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.

9.6 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: Sqm 422

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

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

approved by Engineer-in-Charge, in skirting, risers of steps and dados, 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

11.41A 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 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.

11.41A.1 Double charge vitrified tile polished finish of size

Size of Tile 600 x 600 mm

Size of Tile 800 x 800 mm

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Size of Tile 800 x 800 mm

9.10 NDSR Heavy duty vitrified tile 400 x 400mm Sqm 1,429

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

by manufacturer), with water absorption less than 0.08 % and conforming to

I.S. 15622, of approved make, in all colours & shade, in skirting, riser of

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

jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint

with white cement & matching pigments etc. complete.

9.11 11.46.2 Size of Tile 600x600 mm Sqm 2,185

9.12 11.46.3 Size of Tile 800x800 mm Sqm 352

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

9.13 NDSR Making 3 nos. of anti skid grooves 3mm x 3mm deep on top of staircase tread Rmt 490

at front as shown in the drawing in Granite stone/ kota stone or any type of

stone etc. complete. (Measurement shall be done in Rmt for a set of 3 no

11.55 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 of

specified shade 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 finishing etc. all complete as specified and as directed by

the Engineer-in-Charge :

9.14 11.55.1 a) Flamed finish granite stone slab sweet green as per approved sample. Sqm 1,308

Pre Polished 8 mm thick polished Granite stone as per approved sample in

skirting of up to 100 mm high as per drawing (align with plaster) 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 providing 10mm wide grove between skirting and plaster, rubbing

and polishing complete. Shade of skirting must be match with flooring stone.

9.15 NDSR 8mm thk. Polished Granite stone skirting Sqm 184

9.16 16.90 Providing and laying tactile tile (for vision impaired persons as per standards) Sqm 6

of size 300x300x9.8mm having with water absorption less than 0.5% and

conforming to IS:15622 of approved make in all colours and shades in for

outdoor floors such as footpath, court yard, multi modals location etc., laid

on 20mm thick base of cement mortar 1:4

(1 cement : 4 coarse sand) in all shapes & patterns including grouting the

joints with white cement mixed with matching pigments etc. complete as per

direction of Engineer-in-Charge.

16.91 Providing and laying factory made chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of

required strength, thickness & size/ shape, made by table vibratory method

using PU mould, laid in required colour & pattern over 50mm thick

compacted bed of sand, compacting and proper embedding/laying of inter

locking paver blocks into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the joints with sand and cutting of

paver blocks as per required size and pattern, finishing and sweeping extra

sand. complete all as per direction of Engineer-in-Charge.

9.17 16.91.2 80 mm thick C.C. paver block (100mm x 100mm) of M-30 grade with Sqm 2,410

approved color design and pattern.

9.18 16.79 Providing, laying, spreading and compacting graded stone aggregate (size Cum 58

range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification

including premixing the material with water at OMC in for all leads & lifts,

laying in uniform layers with mechanical paverfinisher in sub- base / base

course on well prepared surface and compacting with vibratory roller of 8 to

10 tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

16.78 Construction of granular sub-base by providing close graded Material

conforming to specifications, mixing in a mechanical mix plant at OMC,

carriage of mixed material by tippers to work site, for all leads & lifts,

spreading in uniform layers of specified thickness with motor grader on

prepared surface and compacting with vibratory power roller to achieve the

desired density, complete as per specifications and directions of Engineer-in-

9.19 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) Cum 260

having CBR Value-25

16.3 Supplying and stacking at site.

9.20 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 260

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

9.21 11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 Sqm 73

mm thick sub grade of compacted bed of 20 mm thick nominal size stone

aggregate and base course and filling with 150 mm thick jamuna sand,

including spreading, well ramming, consolidating and finishing smooth etc.

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

9.22 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 Cum 10

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).

Total Carried Over to Summary

10.0 12.0 ROOFING & CEILING

Note : Contractor shall submit shop drawing for false ceiling co-ordinate with

services and get approved by Engineer In Charge before execution of work.

10.1 12.53 Providing and fixing 15 mm thick densified tegular edged eco friendly light Sqm 426

weight calcium silicate false ceiling tiles of approved texture of size 595 x 595

mm in true horizontal level suspended on inter locking metal grid of hot

dipped galvanized steel sections (galvanizing @ 120 grams per sqm including

both side) consisting of main 'T' runner suitably spaced at joints to get

required length and of size 24x38mm made from 0.33 mm thick (minimum)

sheet,pre-coated steel of size (24x24X3000 mm made of 0.40 mm thick

(minimum) sheet with the help of rawl plugs at 450mm centre to centre with

spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of

0.33mm (Minimum) sheet, 1200mm long spaced between main 'T' at 600mm

centre to centre to form a grid of 1200x600mm and secondary cross 'T' of

length 600mm and size 24 x 28mm made of 0.33mm thick (Minimum) sheet

to be inter locked at middle of the 1200x 600mm panel to from grid of size

600x600mm, resting on periphery walls /partitions on a Perimeter wall angle

long dry wall screws @ 230mm interval and laying 15mm thick densified

edges calcium silicate ceiling tiles of approved texture (Spintone

/ Cosmos/hexa) in the grid including, cutting/ making opening for services

like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever

required, Main 'T' runners to be suspended from ceiling using G.I. slotted

cleats of size 25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50mm long

dash fasteners, 4mm G.I. adjustable rods with galvanized steel level clips of

size 85 x 30 x 0.8 mm, spaced at 1200mm centre to centre along main 'T' ,

bottom exposed with 24mm of all T-sections shall be pre-painted with

polyester baked paint, for all heights, as per specifications, drawings and as

directed by Engineer-in-charge

Note :- Only calcium silicate false ceiling area shall be measured from wall to

wall. No deduction shall be made for exposed frames/opening (cut outs)

having area less than 0.30 sqm. The calcium silicate ceiling tile shall have

NRC. value of 0.50 (Minimum), light reflection > 85%, non - combustible as

per B.S. 476 part IV, 100% humidity resistance and also having thermal

conductivity < 0.043 w/m 0 KC.

Total Carried Over to Summary

11.0 13.0 FINISHING WORKS

13.1 12mm cement plaster of mix :

11.1 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 16,131

11.2 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster Sqm 18,078

1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3

(1 cement: 3 coarse sand) finished rough with sponge.

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

13.16 6 mm cement plaster of mix :

11.3 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 9,265

11.4 13.22 Extra for plastering exterior walls of height more than 10 m from ground level Sqm 14,230

for every additional height of 3 m or part thereof.

11.5 13.21 Extra for providing and mixing water proofing material in cement plaster per bag 566

work in proportion recommended by the manufacturers. of 50

13.45 Finishing walls with textured exterior paint of required shade :

11.6 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including Sqm 22,717

priming coat of exterior primer applied @ 2.20kg/10 sqm

11.7 NDSR - Providing and applying white cement based putty of average thickness 2 mm Sqm 22,477

REF.13.8 (in two coats), of approved brand and manufacturer, over the plastered wall

surface to prepare the surface even and smooth complete.

13.83 Wall painting with premium acrylic emulsion paint of interior grade, having

VOC (Volatile Organic Compound ) content less than 50 grams/ liter of

approved brand and manufacture, including applying additional coats

wherever required to achieve even shade and colour.

a) Two coats of premium acrylic emulsion paint of interior grade for wall

b) Two coats of premium acrylic emulsion paint of interior grade for Ceiling

13.44 Finishing walls with water proofing cement paint of required shade :

11.10 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 396

13.61 Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade :

11.11 13.61.1 Two or more coats on new work Sqm 11,472

Total Carried Over to Summary

12.0 UPVC WORK

9.147A Providing and fixing factory made uPVC white colour casement/casement

cum fixed glazed windows comprising of uPVC multi-chambered frame, sash

and mullion (where ever required) extruded profiles duly reinforced with 1.60

± 0.2 mm thick galvanized mild steel section made from roll

forming process of required length (shape & size according to uPVC profile),

uPVC extruded glazing beads of appropriate dimension, EPDM gasket,

stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated)

casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished

wall, plastic packers, plastic caps and necessary stainless steel screws etc.

Profile of frame & sash shall be mitred cut and fusion welded at all corners,

mullion (if required) shall be also fusion welded including drilling of holes for

fixing hardware's and drainage of water etc. After fixing frame the gap

between frame and adjacent finished wall shall be filled with weather proof

silicon sealant over backer rod of required size and of approved quality, all

complete as per approved drawing & direction of Engineer-in-Charge. (Single

/ double glass panes and silicon sealant shall be paid separately). Variation

in profile dimension in higher side shall be accepted but no extra payment on

12.1 9.147A.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), Sqm 28

made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having

wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of

appropriate dimension. (Area of window upto 0.75 sqm.)

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

12.2 9.147A.4 Casement window single panel with S.S. friction hinges Sqm 32

(400 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm

& sash 67 x 80 mm both having wall thickness of 2.3 ±

0.2 mm and single glazing bead / double glazing bead of

appropriate dimension. (Area of window above 0.75 sqm.)

12.3 9.147A.6 Casement cum fixed panel window having both end single casement panel, Sqm 91

middle fixed panels and at top completely fixed ventilator with S.S friction

hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80

& mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single

glazing bead/double glazing bead of appropriate dimension. (Area of window

upto 5.00 sqm).

9.147D Providing and fixing factory made uPVC white colour sliding glazed window

upto 1.50 m in height dimension comprising of uPVC multi-chambered frame

with in-built roller track and sash extruded profiles duly reinforced with 1.60

± 0.2 mm thick galvanized mild steel section made from roll forming process

of required length (shape & size according to uPVC profile), appropriate

dimension of uPVC extruded glazing beads and uPVC extruded interlocks,

EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with

hook, zinc alloy body with single nylon rollers (weight bearing capacity to be

40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and

necessary stainless steel screws etc. Profile of frame & sash shall be mitred

cut and fusion welded at all corners, including drilling of holes for fixing

hardware's and drainage of water etc. After fixing frame the gap between

frame and adjacent finished wall shall be filled with weather proof silicon

sealent over backer rod of required size and of approved quality, all complete

as per approved drawing & direction of Engineer-in-Charge. (Single / double

glass panes, wire mesh and silicon sealent shall be paid separately). Variation

in profile dimension in higher side shall be accepted but no extra payment on

this account shall be made.

12.4 9.147D.4 Three track three panels sliding window with fly proof S.S Sqm 23

wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series)

frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±

0.2 mm and single glazing bead / double glazing bead of appropriate

imension. (Area of window above 1.75 sqm).

12.5 9.147D.1 Two track two panels sliding window made of (small series) frame 52 x 44 Sqm 196

mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and

single glazing bead of

appropriate dimension. (Area of window upto 1.75 sqm)

9.147B Providing and fixing factory made uPVC white colour fixed glazed windows/

ventilators comprising of uPVC multi-chambered frame and mullion (where

ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick

galvanized mild steel section made from roll forming process of required

length (shape & size according to uPVC profile), , uPVC extruded glazing

beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size

for fixing frame to finished wall, plastic packers, plastic caps and necessary

stainless steel screws etc. Profile of frame shall be mitred cut and fusion

welded at all corners, mullion (if required) shall be also fusion welded

including drilling of holes for fixing hardware's and drainage of water etc.

After fixing frame the gap between frame and adjacent finished wall shall be

filled with weather proof silicon sealant over backer rod of required size and

of approved quality, all complete as per approved drawing & direction of

Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be

paid separately). Variation in profile dimension in higher side shall be

accepted but no extra payment on this account shall be made

12.6 9.147B.1 Fixed window / ventilator made of (small series) frame 47 x Sqm 55

50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm

and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.)

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

9.147F Providing and fixing factory made uPVC white colour sliding glazed door

comprising of uPVC multi-chambered frame with in-built roller track and

sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized

mild steel section made from roll forming process of required length (shape &

size according to uPVC profile), appropriate dimension uPVC extruded glazing

beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if

required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle

with key on one side of extreme panels along with zinc plated mild steel

multi point locking having transmission gear with keeps, zinc alloy (white

powder coated) cresent lock (if required), stainless steel (SS 304 grade) body

with adjustable double nylon rollers (weight bearing capacity to be 120 kg),

G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary

stainless steel screws etc. Profile of frame & sash shall be mitred cut and

fusion welded at all corners, including drilling of holes for fixing hardware's

and drainage of water etc. After fixing frame the gap between frame and

adjacent finished wall shall be filled with weather proof silicon sealent over

backer rod of required size and of approved quality, all complete as per

approved drawing & direction of Engineer-in-Charge. (Single / double glass

panes, wire mesh and silicon sealent shall be paid separately). Variation in

profile dimension in higher side shall be accepted but no extra payment on

this account shall be made.

12.7 9.147F.2 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. Sqm 180

glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm

& sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single

glazing bead / double glazing bead of appropriate dimension. (Area of door

above 2.00 sqm upto 5.00 sqm)

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows &

doors with M.S. Flat 15x3 mm and nuts & bolts complete.

12.8 10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire Sqm 136

and 1.4 mm aperture on both sides

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per

the architectural drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

12.9 NDSR With toughned glass panes of 6 mm thickness (weight not Sqm 605

less than 20 kg/sqm

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

work by providing weather silicon sealant over backer rod of approved quality

as per architectural drawings and direction of Engineer-in-charge complete.

12.10 21.8.1 Upto 5mm depth and 5 mm width Rmt 1,739

Total Carried Over to Summary

13.0 22.0 WATERPROOFING WORK

Note: All the waterproofing treatment shall be executed through a water-

proofing agency approved by the approved manufacturer and/or Engineer In

Charge. Contractor shall submit technical data sheet of each product, which

shall use for execution.

A written guarantee on non-judicial stamp paper shall be submitted by the main

Contractor and his sub contractor who has carried out work for a minimum

period of ten years from the certified date of completion for the satisfactory

performance of the entire water-proofing system.

Special type of water proofing shall be execute under supervision of technical

person of manufacturer. Contractor shall test all elements before and after

water proofing treatment as directed by Engineer In Charge. Rate shall include

for testing process before and after water proofing treatment.

13.1 22.7 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs, balconies,

terraces etc consisting of following operations:

a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with water proofing compound conforming to IS. 2645 and approved

by Engineer-in-charge over the RCC slab including adjoining walls upto 300

mm height includng cleaning the surface before treatment.

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

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

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

admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer- in-charge over

20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )

admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of walls

c) After two days of proper curing applying a second coat of

cement slurry using 2.75 kg/ sqm of cement admixed with

water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge.

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

(1 cement :4 coarse sand) admixed with waterproofing compound conforming

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

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

surface with trowel with neat cement slurry and making pattern of 300x300

mm square 3 mm deep

e) The whole terrace so finished shall be flooded with water for a minimum

period of two weeks for curing and for final test.“All above operations to be

done in order and as directed and specified by the Engineer-in-Charge :

13.1.1 22.7.1 With average thickness of 120 mm and minimum Sqm 2,860

thickness at khurra as 65 mm.

13.2 22.5 Providing and laying water proofing treatment in sunken portion of WCs, Sqm 3,260

bathroom etc., by applying cement slurry mixed with waterproofing cement

compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing

cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water

proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air

cure for 4 hours followed with water curing for 48 hours.

(The rate includes preparation of surface, treatment and sealing of all joints,

corners, junctions of pipes and masonry with polymer mixed slurry.)

13.3 NDSR Providing and filling light weight AAC bats (of size 40-60 mm). The laid block Cum 237

bat mix shall be well rammed and compacted as required. Further surfaces

shall be screeded with cement concrete mix 1:1.5:3 (1 cement : 1.5 coarse

sand : 3 stone grit of size 6 mm and below by volume) admixed with

approved integral water proofing compound in recommended proportion, laid

to an average thickness of 25mm and finished smooth or ready to receive

finish material as specified. Care shall be taken prior to filling all pipes

passing through sunk portion such that the pipes are pressure tested by

maintaining pressure for 24 hours and junctions of pipes passing through

walls, slabs are well grouted and sealed.

This shall be tested by ponding water for required depth and maintaining for

72 hours. (Rate includes cost of AAC bats, top screed, labour charges for

working at all levels, leads and heights). For payment the area of sunken slab

and the depth of filling including the thickness of screed shall be measured.

22.23 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.

Digitally signed by ANUJ

CAMPUS DEVELOPMENT OF IIM VISAKHAPATNAM

NEW CPWD UNIT TOTAL QTY RATE AMOUNT

ITEM DESCRIPTION

13.4 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 146

13.5 22.23.2 For horizontal surface one coat @1.10 kg per sqm Sqm 82

Total Carried Over to Summary

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ELECTRICAL WORKS

ARCOP ASSOCIATES PRIVATE LIMITED

R1_20230225 Digitally signed by ANUJ

IIM VISAKHAPATNAM

ELECTRICAL WORKS

ARCOP ASSOCIATES PRIVATE LIMITED

R1_20230225 Digitally signed by ANUJ

Name Of Work: Construction of permanent campus ( Phase-I) Of Indian Insitute Of Management Visakhapatnam (IIMV) at Gambheeram Village, Anandapuram Mandal,Visakhapatnam - 530015, Andhra Pradesh

DETAIL BOQ FOR INTERNAL ELECTRICAL WORK , IIM VISAKHAPATNAM

Sr. NO. DESCRIPTION DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

DSR MR DSR MR DSR MR

TOTAL FOR SUB HEAD -I WIRING

TOTAL FOR SUB HEAD -II SDB, DISTRIBUTION BOARD

TOTAL FOR SUB HEAD -III LIGHTENING CONDUCTOR

TOTAL FOR SUB HEAD -IV FITTINGS & ACCESSORIES

TOTAL FOR SUB HEAD -V COMMUNICATION SYSTEM

TOTAL FOR SUB HEAD -VI LT PANELS

TOTAL FOR SUB HEAD -VII CABLES AND CABLE TRAYS

TOTAL FOR SUB HEAD -VIII EARTHING

FIRE DETECTION AND ALARM SYSTM (CONVENTIONAL)

TOTAL FOR SUB HEAD -IX

TOTAL FOR SUB HEAD -X UPS

TOTAL FOR SUB HEAD -XI LIFTS

GRAND TOTAL (DSR+MR)

GRAND TOTAL (DSR+MR)

Digitally signed by ANUJ

DETAIL BOQ FOR INTERNAL ELECTRICAL WORK

ABSTRACT BOQ INTERNAL ELECTRICAL WORKS RESIDENTIAL BUILDING

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

DSR MR DSR MR DSR MR

Sub Head - I- WIRING

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with

modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable etc. as required.

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

without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core

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

copper conductor single core cable etc. as required.

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

3 1.12 in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper Metre 5,011 2,303 2,303 405

conductor single core cable for loop earthing as required.

Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable

4 1.13 in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated Metre 8,455 4,010 4,010 435

copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC

5 1.14 insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as

b) 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 892 416 476

c) 1.14.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Metre 40 10 10 20

d) 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 972 431 431 110

e) 1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 110 25 25 60

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC

6 MR 1 insulated copper conductor, single core cable in existing surface/ recessed medium class PVC

conduit as required.

a) 4 X 35 sq. mm + 2 X 35 sq. mm earth wire Metre 150 75 75

Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for

modular switches in recess etc as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in

8 1.31 recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular Each 626 311 295 20

switch, connection etc. as required. (For light plugs to be used in non residential buildings).

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in

9 1.32 recess, including providing and fixing 6 pin 15/16 & 5/6 amps modular socket outlet and 15/16 amps Each 220 100 100 20

modular switch, connection, painting etc. as required

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in

recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/ 6 A

modular switch, connections etc. as required. (For light plugs to be used in non residential

Supplying and fixing 16 A, 240 V, SPN (IP-65/66) Industrial type switch socket outlet, with 2 pole

and earth, metal enclosed plug top alongwith 16 A "C" curve, SP, MCB, in sheet steel enclosure, on

11 MR 2 Each 1 1

surface or in recess with metal cover for the socket outlet & weatherproof and complete with

connections, testing and commissioning etc. as required (Legrand 056661 or equivalent)

Supplying and fixing 32 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed

plug top alongwith 30 amps "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained

metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

13 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. Each 74 32 40 2

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box

including connections but excluding modular plate etc. as required

c) 1.24.4 3 pin 5/6 A socket outlet Each 144 69 69 6

d) 1.24.5 6 pin 15/16 A socket outlet Each 316 148 148 20

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in

15 1.21 surface/recess including cutting the wall and making good the same in case of recessed conduit as

TOTAL FOR SUB HEAD -I

Sub Head - II- SDB, DISTRIBUTION BOARD

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240

V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,

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

MCB/RCCB/Isolator)

a) 2.3.2 8 way, Double door Each 3 1 1 1

b) 2.3.3 12 way, Double door Each 4 2 2

c) 2.3.4 16 way, Double door Each 1 1

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB

distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar,

earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But

without MCB/RCCB/Isolator)

a) 2.4.3 8 way (4 + 24), Double door Each 1 1

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB

distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned

3 2.5 copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without CBs and

incomer) as required.

(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)

a) 2.5.1 4 way (4 + 12), Double door Each 2 1 1

b) 2.5.2 8 way (4 + 24), Double door Each 4 2 2

c) 2.5.3 12 way (4 + 36), Double door Each 38 18 18 2

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker

4 2.10 suitable for inductive load of following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

a) 2.10.1 Single pole Each 1,278 592 592 94

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

b) 2.10.3 Double Pole Each 10 5 5

Supplying and fixing following MCB complete with connections, testing and commissioning etc. as

a) MR 3 40 Amp DP MCB Each 2 2

b) MR 4 63 Amp DP MCB Each 2 1 1

c) MR 5 40 Amp 4P MCB Each 5 2 2 1

d) MR 6 63 Amp 4P MCB Each 38 18 18 2

6 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required Each 60 20 20 20

Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual

7 2.14 current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB

DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following single pole and

9 2.23 neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and

commissioning etc. as required.

a) 2.23.2 For 8 way, Double door SPN MCBDB Each 3 1 1 1

b) 2.23.4 For 14 way, Double door SPN MCBDB Each 5 2 2 1

Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and

10 2.24 neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and

commissioning etc. as required.

a) 2.24.3 For 8 way, Double door TPN MCBDB Each 5 2 2 1

Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel,

11 2.25 Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning Each 40 19 19 2

etc. as required.

TOTAL FOR SUB HEAD -II

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

Sub Head III- LIGHTENING CONDUCTOR

Air Termination

Supply, installation, testing and commissioning of following

Parallel Connectors for (500mm air terminal) connecting two conductors in parallel manner.

Material- StSt, with clamping range- Rd / Rd 7-10 mm & Complied as per Standard EN 62561-1.

Air-termination rod having length- 1500 mm, of Material- AlMgSi, of Diameter Ø 16 / 10 mm,

chamfered on both ends, & Complied as per Standard EN 62561-2.

3 MR 9 Side Wall Clamp for air terminal, nos. 48 24 24

Air-termination rod clamps for connecting air-termination rods with one or two conductors. Material

4 MR 10 of clamp Al, with clamping range of air-termination rod 16 mm and Clamping range of conductor Rd nos. 24 12 12

2x 8-10 mm, & Complied as per Standard EN 62561-1.

Universal connector of Material- StSt, with clamping range- 8-10mm, with truss head screw M10x35

mm & Complied as per Standard EN 62561-1.,

Roof Conductor of Diameter Ø- 8 mm, Cross-section- 50 mm2, of Material- AlMgSi & Complied as per

Standard EN 62561-2.,

Conductor holder for Parapet wall/Side wall of Material- StSt, for Rd 8-10 mm Fl 20 mm, Height- 20

7 MR 13 mm & Complied as per Standard EN 62561-4. nos. 890 320 350 220

With accessories Screw and Gitty, Material SS (M5 x 50mm),

Roof Conductor of Diameter Ø- 8 mm, Cross-section- 50 mm2, of Material- AlMgSi & Complied as per

Standard EN 62561-2.,

Conductor holder for Parapet wall/Side wall of Material- StSt, for Rd 8-10 mm Fl 20 mm, Height- 20

14 MR 15 mm & Complied as per Standard EN 62561-4. nos. 720 300 320 100

With accessories Screw and Gitty, Material SS (M5 x 50mm),

UNI Disconnecting Clamps with intermediate plate for round and flat conductor of Material- StSt,

15 MR 16 Material thickness- 2.5 mm, with clamping range- Rd / Fl 8-10 / 30 mm, & Complied as per Standard nos. 42 17 18 7

GI flat (30x3.5mm) Strip. Having width- 30mm, Thickness- 3.5mm, Material- Hot dipped Galvanized

16 MR 17 Iron, Cross Section- 105mm2 meter 210 85 90 35

Coating thickness- Avg. 50 microns. & Complied as per IEC 62561-2.,

17 MR 18 GI strip holder of material- GI, having height- 19mm, Slot Size- 25x6 mm., nos. 84 34 36 14

Copper bonded rod with Low carbon steel, high tensile strength copper bonded rod with min 254

microns of copper plating, UL listed with company name marked on rod. Diameter- 17.2 mm, Length-

3 meters, Material- Copper Bonded, Coating thickness- 250 microns, min, Approvals- Tested acc. IEC

Environment friendly, RoHS certified, low resistivity Ground Enhancement material in 22.6 Kg pack

to fill the bore area around the rod,

20 MR 21 StSt 316 grade clamp to terminate the load on earth electrode. Dimension- 160x35x3 mm., nos. 42 17 18 7

Poly plastic pit cover of material- Polymer Body & Cover, Product Code- HEP, Dimensions- 308 mm

(L) x 308 mm (W) X 214 mm (H), Weight 2.5 kg (5.50 LBS).,

GI flat (30x3.5mm) Strip. Having width- 30mm, Thickness- 3.5mm, Material- Hot dipped Galvanized

22 MR 23 Iron, Cross Section- 105mm2 meter 740 300 320 120

Coating thickness- Avg. 50 microns. & Complied as per IEC 62561-2.,

TOTAL FOR SUB HEAD -III

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

Sub Head IV- FITTINGS & ACCESSORIES

Supply of light fixtures suitable for fluorescent / LED with all components and accessories including

but not restricted to reflectors, housings, lamp holders and including cost of ballasts and cost of

lamps complete as required and as below. (as per drawings) Colour temperature shall be finalized by

Integral LED 4 ft luminaire with aluminum extrusion housing and PC glossy cover. The luminaire

should have a color consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be

compliant with IP20 classification. Luminaire shall be designed to emit at least 4000 nominal lumens

at a system efficacy of atleast 100 lumen/watt. The luminaire shall be designed so as to ensure

lumen depreciation of up to 30% over 25k burning hours @ design ambient temp 45 deg C. The

electronic driver used shall have a power factor >0.9 and THD <20% and suitable for an operationg

voltage range of 140-270V AC. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for

Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety.

IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer

shall have inhouse lab approved by NABL or ministry of science of govt of India. . BIS approved with

R-Code complete as required (Philips cat no. BN100C LED40S 6500 PSU or equvalent)

(3_L_WALL_2) - For Parking, Internal Rooms & Other Service Rooms

Integral LED 4 ft luminaire with aluminum housing and PC cover. The luminaire should have a color

consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be compliant with IP20

classification. Luminaire shall be designed to emit at least 1000 nominal lumens at a system efficacy

of atleast 110 lumen/watt. The luminaire shall be designed so as to ensure lumen depreciation of up

to 50% over 25k burning hours @ design ambient temp 45 deg C. The electronic driver used shall

b) MR 25 have a power factor >0.9 and THD <20% and suitable for an operationg voltage range of 140-270V AC. Each 112 49 49 14

Ripple <5% and surege should be 2KV. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for

Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety.

BIS approved with R-Code

Dimension :- 603mm X 22mm X 36mm complete as required (Philips cat no. BN 021 LED10S- 6500

PSU GR S1 or equvalent) (3_L_WALL_3) - Mirror Light

LED Bulkhead with a nominal system lumen output of 700 lumens and a minimum system efficacy of

110 lm/W. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. The

luminaire should have a color temperature of 6500K and CRI > 80, SDCM<5. The luminaire shall meet

IP66 rating and IK 09 rating with THD < 10% at full load and PF > 0.9, 2.5KV Internal surge protection

. The luminaire housing should made of High pressure die cast Aluminium with polycarbonate front

diffuser. The total power consumption should not exceed 6W (including driver). The fixture should

c) MR 26 comply with the parameters as per IS10322. The LED driver should comply to IEC61000-3-2 ed.3.2, Each 47 22 22 3

2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical

Safety, IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI.

Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79

and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters.

BIS approved with R-Code (Philips cat no. WT140W LED7S CW PSU S1 PC or

equvalent)(3_L_WALL_4) - For Shafts

Wall mounted 12W, IP65 rating ( protected in most types of weather ), Housing made of Synthetic

construction ensures protection from rust when used in wet or exposed areas. Delivered lumen

should not be less then 800lm. Operating voltage 240V 50Hz. CRI>80, CCT 6500K. (Philips cat no.

AllWeather IP65 Surface (CDL) or equvalent) (3_L_WALL_5) - For Balconies & Utility Balconies

Wall mounted 12W, IP65 rating ( protected in most types of weather ), Housing made of Synthetic

construction ensures protection from rust when used in wet or exposed areas. Delivered lumen

should not be less then 800lm. Operating voltage 240V 50Hz. CRI>80, CCT 6500K. (Philips cat no.

AllWeather IP65 Surface (CDL) or equvalent) (3_L_SURFACE_1) - For Balconies & Utility Balconies

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

LED indoor surface downlighter suitable for general lighting. Luminaire should have polycarbonate

cover with diffused optics. The luminaire should have CRI > 80 and CCT of 6500K. The luminaire

shall be compliant with IP20 classification.The fixture should have a minimum system efficacy of 100

lumen/Watt and a minimum system lumen output of 2000 lumens and maximum system wattage of

18 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 30k

burning hours @ design ambient temp 45 deg C. The electronic driver used shall have a power factor

>0.9 , THD <20%. The fixture should comply with the parameters as per IS10322. The LED driver

should comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction

with IEC61347-1 ed.2.0, 2007 for Electrical Safety, IEC62384 ed.1.1, 2011 for performance and

IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer shall have inhouse lab approved by NABL or

ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL

accredited lab to verify above parameters. BIS approved with R-Code complete as required

(Philips cat no. SM251C LED20S- 6500 PSU WH or equvalent) (3_L_SURFACE_3) - For Common

Corridors & Lobbies

Integral LED 4 ft luminaire with aluminum extrusion housing and PC glossy cover. The luminaire

should have a color consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be

compliant with IP20 classification. Luminaire shall be designed to emit at least 4000 nominal lumens

at a system efficacy of atleast 100 lumen/watt. The luminaire shall be designed so as to ensure

lumen depreciation of up to 30% over 25k burning hours @ design ambient temp 45 deg C. The

electronic driver used shall have a power factor >0.9 and THD <20% and suitable for an operationg

voltage range of 140-270V AC. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for

Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety.

IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer

shall have inhouse lab approved by NABL or ministry of science of govt of India. . BIS approved with

R-Code complete as required (Philips cat no. BN100C LED40S 6500 PSU or equvalent)

(3_L_SURFACE_5) - For Parking, Internal Rooms & Other Service Rooms

LED indoor surface downlighter suitable for general lighting. Luminaire should have polycarbonate

cover with diffused optics. The luminaire should have CRI > 80 and CCT of 6500K. The luminaire

shall be compliant with IP20 classification.The fixture should have a minimum system efficacy of 100

lumen/Watt and a minimum system lumen output of 1200 lumens and maximum system wattage of

11 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 30k

burning hours @ design ambient temp 45 deg C. The electronic driver used shall have a power factor

h) MR 31 >0.9 , THD <20%. The fixture should comply with the parameters as per IS10322. The LED driver Each 326 144 144 38

should comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction

with IEC61347-1 ed.2.0, 2007 for Electrical Safety, IEC62384 ed.1.1, 2011 for performance and

IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer shall have inhouse lab approved by NABL or

ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL

accredited lab to verify above parameters. BIS approved with R-Code ( Philips cat no. SM250C

LED12S- 6500 PSU WH or equvalent) (3_L_SURFACE_11) - For Flat Internal

Recess square type (35mm height) LED Downlighter made of pressure die cast alu. housing, LED Used

shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level)

>=80lumens/watt with Minimum system Lumens 1500 with maximum system wattage of 18W. Life of

fixture (Including Driver) : 30000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500K

(SDCM<5), CRI >80, PF >0.9, Min working temp range - 0°C < Ta < 45°C, and operating Voltage

Range of 140 - 270 VAC. it should has a Minimum Internal Surge Protection of 2.5KV. The fixture

design should comply with EMC / EMI compliance along with BIS certification for LED Driver &

Luminaire.Luminaire manufacture shall provide LM79report from NABL accredited lab & LM80 report

issued by LED manufacturer. BIS approved with R-Code ( Wipro cat no. LD66S-221-XX-65-SM or

equvalent) (3_L_RECESSED-2) - For Toilet Ceiling Lights

Aluminum base 3W step light , warm white light for ambient lighting.

k) MR 33 Dimensions: H×L×W 8.4 × 11.4 × 4.4 cm ( Philips cat no. HDL 34152 or equvalent) Each 118 48 64 6

(3_WALL_FOOTLIGHT_8)

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

LED based Flood light, housing made up of pressure die cast aluminum Alloy with effective thermal

management, sturdiness and embossed brand name/logo name of manufacturer. The fixture should

have a minimum system efficacy of 120 lumen/Watt and a minimum system lumen output of 23500

lumens and maximum nominal wattage of 195 Watts.The fixture shall have a CRI of minimum 70. The

fixture should have assymetric/ symmetric narrow beam and Narrowm beam angle options available.

The fixture shall be designed for a system life of 50,000 hours @70% lumen maintenance. Ingress

Protection of IP66 (lamp and gear Compartment) and Mechanical Impact Resistance Rating of IK

l) MR 34 >=08.The fixture driver should have an operating voltage range of 140-270 V, internal surge Each 17 6 8 3

protection of >=4KV and external >=10 KV. PF >0.9 and THD<10%. The fixture should comply with the

parameters as per IS10322. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for

Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety,

IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer

shall have inhouse lab approved by NABL or ministry of science of govt of India.

LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above

parameters. ( Philips cat no. BVP483 LED 235 CW or equvalent)

Integral driver LED Steplight with a system lumen output of 40 lumens and a minimum system

efficacy of 10 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at

L70. The luminaire should have a color temperature of 4000K and CRI > 75. The luminaire shall meet

IP67 rating with THD < 20% and PF > 0.9. The luminaire shall have polycarbonate diffuser. The total

power consumption should not exceed 4W (including driver). The fixture should comply with the

parameters as per IS10322. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for

m) MR 35 Each 10 10

Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety,

IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer

shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80

reports need to be submitted from a NABL/UL accredited lab to verify above parameters. BIS

approved with R-Code ( Philips cat no. STEPLIGHT BWG150 LED50/NW PSU 220-240V IP67 7043 or

Supply of POST TOP LIGHT 60/66W with Construction Material: Die Cast Aluminium, System Lumen

O/P: ≥ 3150lm, CCT: 5700K, Minimum System Efficacy: ≥90 lm/w, Mounting Type: Pole Mount, CRI ≥

n) MR 36 Each 18 18

70, Bottom of Fixture from FFL: On Pole, THD ≤ 20%, IP Rating: IP66 (Wipro Cat No. LP05-711-XXX-

57-XX or equivalent)

Installation, testing and commissioning of pre-wired, LED fitting / compact fluorescent fitting of all

types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection

with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with

Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2

nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service

Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-

2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining

accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation

resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc.

complete as required.

Supply of 400 mm, 50Watt sweep wall mounting fan suitable to operate at single-phase 230v A.C.

3 MR 38 supply. The fan speed shall not be less than 1300 RPM with 120 nos. guard for safety and energy nos 35 17 17 1

efficient. It should have minimum 3 levels of speed control. The fan shall have warranty of 2 years.

Supply, installation, testing and commissioning of 200 mm sweep Exhaust fans including all

accessories suitable for single phase 240 volts 50 Hz AC supply complete as required.

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

TOTAL FOR SUB HEAD -IV

Sub Head V- COMMUNICATION SYSTEM

Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for

modular switches in recess etc as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in

1.21 surface/recess including cutting the wall and making good the same in case of recessed conduit as

TOTAL FOR SUB HEAD -V

SUB HEAD VI - LT PANELS

LT PANEL ( NON TTA TYPE)

1 Supplying, installation, testing & commissioning of floor mounted cubicall type Panel suitable for

415 V, 3 Phase, 4 Wire 50 Hz AC supply system fabricated in compartmentalized design from CRCA

sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland, plates i/c cleaning &

finishing complete with 7 tank process for powder coating in approved shade,having following

capacity extensible type TPN aluminium alloy bus bars of high conductivity, DMC / SMC bus bars of

high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 25 KA for 1

Sec., bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication

shall be done in transportable sections, entire panel shall have a common copper earth bar of size

25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch

gears, switch gears to cable alley with required size of Al. bus bars and control wiring with 2.5 .sq.

mm. PVC insulated copper conductor S/C cable, cable alleys, cable gland plates in two half, i/c

providing following switch gears confirming IEC 61439 :- Configuration DEtail as below.

A FACULTY HOUSING A & B

1 No. 250 amp 25 kA TPN MCCB with adjustable thermal and adjustable magnetic release having

overcurrent and short circuit protection with extended rotary Handle complete with

Digital Multifuctional Meter to record demand (KVA), energy (KWH & KVAH), power factor, current

(in each phase and the neutral), voltage (between phases and between each phase and neutral),

Total haramonic distoration (THD) as a percentage of total current, comprising of suitable

communication port for connection to IBMS. and 1 set of 3 Nos. CT of 250 A/5 A Class 1 accuracy and

10 VA burden. -- 1 Set

3 Nos. LED Phase Indication Lamp

2 Nos. LED Indication Lamp (Red for ON and GreenOFF)

Electrolytic high conductivity aluminium three phase and neutral busbars rated at 300 amps having

interleaving design throughout having a maximum current density as per IEC 61439 suitable to with

stand symmetrical fault level of 25 kA at 415 volts. The neutral busbar is to be of 50% capacity.

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

3 Nos. 100 amp 25 kA TPN MCCB with adjustable thermal & magnetic release and extended rotary

16 Nos. 63 amp 10 kA TPN MCB with thermal over load and magntic short circuit release with Digital

Energy Meter to record demand (KVA), energy (KWH & KVAH), comprising of suitable communication

port for connection to IBMS.

7 Nos. 63 amp 10 kA TPN MCB with thermal over load and magntic short circuit release

1 No. 63 amp 10 kA DP MCB with thermal & magnetic release

The Panel complete with all interconnections, risers, internal wiring, labels etc. as required as

MR 40 each 2 1 1

B DIRECTOR RESIDENCE PANEL

1 No. 100 amp 25 kA TPN MCCB with adjustable thermal and adjustable magnetic release having

overcurrent and short circuit protection with extended rotary Handle complete with

Digital Multifuctional Meter to record demand (KVA), energy (KWH & KVAH), power factor, current

(in each phase and the neutral), voltage (between phases and between each phase and neutral),

Total haramonic distoration (THD) as a percentage of total current, comprising of suitable

communication port for connection to IBMS. and 1 set of 3 Nos. CT of 300 A/5 A Class 1 accuracy and

10 VA burden. -- 1 Set

3 Nos. LED Phase Indication Lamp

2 Nos. LED Indication Lamp (Red for ON and GreenOFF)

Electrolytic high conductivity aluminium three phase and neutral busbars rated at 125 amps having

interleaving design throughout having a maximum current density as per IEC 61439 suitable to with

stand symmetrical fault level of 25 kA at 415 volts. The neutral busbar is to be of 50% capacity.

6 Nos. 63 amp 10 kA TPN MCB with thermal over load and magntic short circuit release

3 Nos. 63 amp 10 kA DP MCB with thermal & magnetic release

The Panel complete with all interconnections, risers, internal wiring, labels etc. as required as

MR 41 each 1 1

TOTAL FOR SUB HEAD -VI

SUB HEAD VII- CABLES AND CABLE TRAYS

Supply of XLPE power cable of 1.1 kV grade aluminium conductor armoured cable of the followng

sizes complete as required

MR 42 4 core 10 sq mm Metre 80 40 40

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

of following size on cable tray as required.

7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 80 40 40

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

3 9.1 following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray

(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in

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

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

4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 100 50 50

TOTAL FOR SUB HEAD -VII

SUB HEAD VIII- EARTHING

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode,

1 5.9 including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall meter 280 90 90 100

be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) meter 85

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

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

Earthing with G.I earth Pipe 4.5 metre long, 40mm dia including accessories and providing masonry

4 5.2 enclosure with cover Plate having locking arrangement and watering pipe etc with charcoal /coke nos 12 4 4 4

and salt as required.

5 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. meter 30 10 10 10

TOTAL FOR SUB HEAD -VIII

SUB HEAD IX - FIRE DETECTION AND ALARM SYSTM (CONVENTIONAL)

Supplying, installation, testing & commissioning sector panel suitable for following zones, complete

with visual indications for short circuit fault, open circuit fault, fire condition and all other standard

facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all

connections, interconnections as required.

Supplying, installation, testing & commissioning of manual call boxes of MS construction in

surface/recess with stainless steel chain & hammer assembly complete with glass and push button

2 17.1.3 etc. as required. Each 10 5 5

Supplying, installation, testing & commissioning fire alarm sounder with facility to make

announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation

3 17.1.6 with amplifier i/c line matching transformer etc. complete as required. Each 10 5 5

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in

the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in

5 1.21 surface/recess including cutting the wall and making good the same in case of recessed conduit as

TOTAL FOR SUB HEAD -IX

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

SUB HEAD X - UPS

Supply, Installation, Testing and Commissioning of 3 KVA online UPS system for a constant voltage of

230 volts at 50 Hz, single phase, batteries backup of minimum 20 minutes duration including SMF

batteries (12V), controls, protection and instruments etc. complete as required. Cost to include

battery stand/rack, interconnecting cables etc.

TOTAL FOR SUB HEAD X : UPS

Digitally signed by ANUJ

S. No. DSR/MR Description Unit QTY DSR Amount MR Amount FACULTY HOUSING - A FACULTY HOUSING - B DIRECTOR RESIDENCE

Qty Amount Qty Amount Qty Amount

SUB HEAD XI - LIFTS

Supplying, installation, testing & commissioning of 13 Passenger, Machine Room Less, having speed

of 1m/s in the existing lift shaft as per detailed specifications enclosed and as follows:

(i) Speed: 1 m/s

(ii) Floors: G + 1 + 2 + 3 + 4

(iii) Travel: 12 mtrs (approx.)

(iv) Stops & opening: 5/5

v) Number of Landing Entrance - 5 (G+4)

1 (vi) Number and position of Car Entrances - 1 (One), In front only

Vii) Position Of Machinery - Machine Roomless - Gearless

viii) Size of Lift Well - 2400 mm (W) X 2550mm (D)

ix) Lift Car Inside Size - 1100 mm (W) X 2000 mm (D) X 2300 mm (H)

x) Type or Design of Lift Car - Stainless Steel (1.5 Mm) – Honeycomb

xi) Car Ceiling - Car Floor - Ceiling - SS Honeycomb Finish -20 mm Recess -Granite Flooring in GC

xii) Car Fittings - LED LIGHTS & CROSS FLOW - FAN

xiii) Type Of Car Front Entrance Protection - Power Operated centre opening sliding door – stainless

steel (1.5 mm) – honeycomb

xiv) Land Entrance Protection - Centre Opening Sliding Door - Stainless Steel (1.5 Mm) – Honeycomb

xv) Landing Door Frame - Stainless Steel (1.5 mm) – Honeycomb

xvi) Type Of Control System - Microprocessor Based Duplex Selective Collective Control With /

Without Attendant

xvii) Car Display - Orange Square Dot-Matrix Schrolling Display-Vertical

xviii) Floor Display - Orange Square Dot-Matrix Schrolling Display Vertical

Automatic rescue device complete with dry maintenance free batteries i/c voice announcement

system as two languages etc. complete as required.

(x) LED downlight fitting inside car capable of providing more than 150 Lux.

(xi) Full height Infra Red protection is to be provided for landing/ car doors.

(xii) Provision of Toe guards, Fireman's switch etc.

(xiii) Clear Opening & Lintel Height - 1000mm X 2100mm X 2300 mm

Center opening sliding door

A Stainless steel hand rail not less than 600 mm long at 900 mm above floor level to be fixed in the

Button in car operating panel & landing operating panel shall be having Braille Inscription & shall be

fixed for the handicaped.

Voice announcement system in the car to announce the position of the elevator in the hoistway as

the car passes or stops at a floor served by the elevator.

Lift installation shall include all safety & control features as specified in the specifications.

The features required for use of the lift by handicapped persons eg hand rail, braile signage closing

speed of doors etc 4 Nos.

TOTAL FOR SUB HEAD -XI

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ELECTRICAL WORKS

ARCOP ASSOCIATES PRIVATE LIMITED

R1_20230225 Digitally signed by ANUJ

Name Of Work: Construction of permanent campus ( Phase-I) Of Indian Insitute Of Management

Visakhapatnam (IIMV) at Gambheeram Village, Anandapuram Mandal,Visakhapatnam - 530015, Andhra

SUMMARY SHEET - EXTERNAL WORKS

S.NO Sub Head Description AMOUNT

1 SUB HEAD - I FEEDER PILLAR & BUSDUCT

2 SUB HEAD -II CABLES AND ASSOCIATED WORKS

3 SUB HEAD -III EARTHING

4 SUB HEAD -IV EXTERNAL LIGHTING

5 SUB HEAD -IV WIRING

Digitally signed by ANUJ

Abstract BOQ - External works

S. No. Description QTY UNIT RATE DSR Amount MR Amount

SUB HEAD - I FEEDER PILLAR & BUSDUCT

1 FEEDER PILLAR - RESIDENCES BLOCK ( IP 55 PROTECTION

Design, manufacture, supplying fixing in position, testing and

commissioning of the following front operated front access 2mm

thick steel enclosed floor mounted, dust and vermin proof,

Feeder Pillars with IP55 protection (outdoor type) with hinged

and lockable doors complete with interconnections, copper

crimping lugs, brass glands, bonding to earth and painting,

suitable for use at 415 volts, 3 phase 50 Hertz system.

All live accessible parts shall be shrouded and all equipment

shall be finger touch proof. The busbar insulation shall be with

heat shrinkable sleeves. SMC/DMC shrouds and busbar supports

shall be used. Padlocking facility shall be provided

The breaking capacity given under are the Ics values

1 No. 630 Amps, 25 kA 4P MCCB with adjustable thermal and

adjustable magnetic and extended rotary handle .

Digital Multifuctional Meter to record Ameter & Volt Meter. and

1 set of 3 Nos. CT of 630 A/5 A Class 1 accuracy and 30 VA

burden. -- 1 Set

3 Nos. LED Phase Indication Lamp

2 Nos. LED Indication Lamp (Red for ON and GreenOFF)

Electrolytic high conductivity aluminium three phase and neutral

busbars rated at 800 amps having interleaving design throughout

having a maximum current density as per IEC 61439 suitable to

with stand symmetrical fault level of 25 kA at 415 volts. The

neutral busbar is to be of 50% capacity.

3 No. 250 amp 25 kA TPN MCCB with adjustable thermal and

adjustable magnetic release having overcurrent and short circuit

1 No. 100 amp 25 kA TPN MCCB with adjustable thermal and

adjustable magnetic release having overcurrent and short circuit

The Feeder Pillar complete with all interconnections, risers,

MR 1 internal wiring, labels etc. as required as per above

TOTAL SUB HEAD I carried over to Summary

SUB HEAD II : CABLES AND ASSOCIATED WORKS

1) Supply of XLPE power cable of 1.1 kV grade aluminium conductor

armoured cable of the followng sizes complete as required

a) MR 2 3.5 Core 300 Sq. mm 3000 meter

g) MR 3 4 Core 35 Sq. mm 200 meter

Digitally signed by ANUJ

S. No. Description QTY UNIT RATE DSR Amount MR Amount

2) Laying of one number PVC insulated and PVC sheathed / XLPE

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

including excavation, sand cushioning, protective covering and

refilling the trench etc as required.

a) 7.1.1 Upto 35 sq. mm 180 Metre

b) 7.1.4 Above 185 sq. mm and upto 400 sq. mm 2800 Metre

3) Laying of one number PVC insulated and PVC sheathed / XLPE

7.5 power cable of 1.1 KV grade of following size in the existing

RCC/ HUME/ METAL pipe as required.

a) 7.5.1 Upto 35 sq. mm 20 Metre

b) 7.5.4 Above 185 sq. mm and upto 400 sq. mm 200 Metre

4) Supplying and making end termination with brass compression

gland and aluminium lugs for following size of PVC insulated and

PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade

5) Providing, laying and fixing following dia RCC pipe NP2 class

(light duty) in ground complete with RCC collars, jointing with

cement mortar 1:2 (1 cement : 2 fine sand) including trenching

(75 cm deep) and refilling etc as required.

a) 14.14.3 250 mm dia 100 Meter

TOTAL SUB HEAD II carried over to Summary

Sub Head III-EARTHING

1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia

5.2. including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe etc.

with charcoal/ coke and salt as required. 7 Each

2 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.

5.9 (Jointing shall be done by overlapping and with 2 sets of G.I. nut

bolt & spring washer spaced at 50mm)

3 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in

recess for connections etc. as required. 50 meter

4 Providing and fixing 6 SWG dia G.I. wire on surface or in recess

5.18 for loop earthing along with existing surface/ recessed conduit/

submain wiring/ cable as required. 100 meter

TOTAL SUB HEAD III carried over to Summary

Digitally signed by ANUJ

S. No. Description QTY UNIT RATE DSR Amount MR Amount

Sub Head - IV- EXTERNAL LIGHTING

Supply, installation, testing and commissioning of 3.5 mtr high

MS Tubular Pole should be PU Painted, 4 nos of foundation nut &

bolt(16mm dia & 400 mm long with templates) with a base plate

of 250mmx250mm, Base Plate thickness- 15 mm. Minimum Pole

Thickness- 3.0 mm. Pole OD should be 50-60 mm dia with inbuilt

1 MR 4 junction box. Pole should have a din rail for MCB mounting

provision with Bakelite sheet and 32 mm Electrical Connector

with Bubble sheet Packing complete as required

Supply of POST TOP LIGHT 60W/66W with Construction Material:

Die Cast Aluminium, System Lumen O/P: ≥ 3150lm, CCT: 5700K,

Minimum System Efficacy: ≥90 lm/w, Mounting Type: Pole

MR 5 Mount, CRI ≥ 70, Bottom of Fixture from FFL: On Pole, THD ≤

20%, IP Rating: IP66, Wattage: 66W (Wipro Cat No. LP05-711-

XXX-57-XX or equivalent)

Supply of bollard light with 7W /6W, Construction Material: Die

cast Aluminium, Dimensions(mm) : 800mm x Ø 100mm dia,

System Lumen O/P: ≥ 490lm, CCT: 3000K, Minimum System

8 MR 7 Efficacy: ≥70 lm/w, Mounting Type: Floor Mount, CRI ≥ 70, THD

≤ 25%, IP Rating: IP65, complete as required

Supply of XLPE power cable of 1.1 kV grade aluminium conductor

armoured cable of the followng sizes complete as required

b) MR 6 3 core 16 sq mm 500 Metre

Laying of one number PVC insulated and PVC sheathed / XLPE

power cable of 1.1 KV grade of following size in the existing

RCC/ HUME/ METAL pipe as required.

a) 7.5.1 Upto 35 sq. mm 500 Metre

Supplying and making end termination with brass compression

gland and aluminium lugs for following size of PVC insulated and

PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade

5 as required.

TOTAL SUB-HEAD IV carried over to Summary

Sub Head - V- WIRING

1 Wiring for circuit/ submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor, single

core cable in surface/ recessed medium class PVC conduit as

a) 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 80 Metre

TOTAL SUB-HEAD V carried over to Summary

Digitally signed by ANUJ

IIM VISAKHAPATNAM

FIRE FIGHTING WORKS

ARCOP ASSOCIATES PRIVATE LIMITED

ENVIRONSCONSULTANTS

R1_20230225 Digitally signed by ANUJ

Name Of Work: Construction of permanent campus ( Phase-I) Of Indian Insitute Of Management

Visakhapatnam at Gambheeram Village, Anandapuram Mandal,Visakhapatnam-530015, Andhra

SUMMARY SHEET - (INTERNAL Fire Fighting System)

S. NO. DESCRIPTIONS AMOUNT

1 SUB HEAD - I PUMPS AND PANEL

2 SUB HEAD- II PIPES & ACCESSORIES

3 SUB HEAD- III FIRE EXTINGUISHER

Digitally signed by ANUJ

Estimate - FIRE FIGHTING (Internal)

Rate . Total Total

S.No 2018,201 Description of Item Unit

Rs Quantity Amount

A SUB HEAD - I PUMPS AND PANEL

Supplying, installation, testing and commissioning of electric driven terrace pump suitable

1 for automatic operation and consisting of following, complete in all respects, as required:

Horizontal type, centrifugal, end suction pump of cast iron body & bronze impeller with

stainless steel shaft, mechanical confirming to IS : 1520

Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3

b phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot

mounted type with Class-'F' insulation, conforming to IS-325.

M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as

d Suitable cement concrete foundation duly plastered and with anti vibration pads.

1.1 NS-9 900 lpm at 35 m Head Set 2

2 Electrical panel for booster pump

Design, manufacture, supply,including supervision during installation, testing and

commissioning of floor/wall mounting totally enclosed outdoor cubical front operational

vertical dust and vermin proof , LT Isolator panel (OUTDOOR TYPE ,IP 55,Double Door ,

construction with canopy ) fabricated out of 2 mm thick GI sheet steel provided with

hinged detachable lockable front openable complete as required . The panel shall be

a) The Switchboards shall have provision to accommodate all cables from the bottom as

1) Terrace Fire Pump Panel for 900Lpm pump

(All MCB shall be suitable for motor duty & with heavy duty detachable solid neutral

1 no of 63A TP MCB of 10 KA breaking capacity with heavy duty solid neutral link for 1 no

12 HP motor along with following for each outgoing motor starter feeder.

Star delta Starter with 25 A contactor with 2 NO and 2NC auxillary contacts.

Over load relay of rating 10-16 A with in built single phasing preventer.

Ammeter of range 0-40A with Ammeter Selector Switch

One set of AMBER indication with 2A SP MCB as back up, Start, Stop Push button

illuminated type with remote control start, stop arrangement, Auto/ manual/ off selector

1 no 6 A DP MCB of 10 KA breaking capacity looped with incomer side of 40 A MCB.

Terrace Fire Pump Panel as described above shall be complete with all interconnections,

risers, internal wiring, labels, terminal blocks etc. complete as required.

Supplying and installing following size of perforated painted with powder coating M.S.

4.2 (E&M) cable trays bends with perforation not more than 17.5%, joined with connectors,

2018 suspended from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

2.1 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 30

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

9.1(E&M) for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable

3 of 1.1 KV grade as required.

3.1 9.1.7 3 X 10 sq. mm (22mm) (Required for 3 x 4 Sq.mm) Each

3.2 9.1.7 3 X 10 sq. mm (22mm) (Required for 3 x 6 Sq.mm) Each

Supplying and laying the XLPE insulated and sheathed armoured cables of 1.1 K.V.

aluminum conductor including supplying and making end termination with brass

4 compression glands.

4.1 NS-2 3C 6 sq.mm Mtr. 40

4.2 NS-3 3C 4 sq.mm Mtr. 40

Digitally signed by ANUJ

TOTAL OF SUB HEAD - I PUMPS AND PANEL

B SUB HEAD- II PIPES & ACCESSORIES

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS

3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts,

gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and

painting with two or more coats of synthetic enamel paint of required shade complete as

Providing, laying, testing & commissioning of 'C' class heavy duty G.I. pipe conforming to IS

1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc.

and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting

or more coats of synthetic enamel paint of required shade complete as required :

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

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

3 conforming to IS 13095 of following sizes as required :

Providing, installation, testing and commissioning of non-return valve of following sizes

confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated

out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless

5 steel flange.

5.1 15.2 100 mm dia Each 2

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office

6 red,conforming to IS 884 complete with the following as required.

20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per

20 mm nominal internal dia gun metal globe valve & nozzle.

Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm

dia stop gun metal valve & M.S. Pipe and socket.

Supplying and fixing of fire brigade connection of cast iron body with gun metal male

instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS

7 pipe connection conforming to IS 904 as required :

7.1 19.1 2 way-100 mm dia M.S. Pipe Set 4

Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in

height with air release valve on top and flanged connection to riser, drain arrangement

with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and

paintingwith synthetic enamel paint of approved shade as required.

Providing & fixing of pressure switch in M.S. pipe line including connection and wiring ,

9 etc. as required.

Providing & fixing Auto Air vent for fire hydent and sprinkler, suitable for pressure not

10 less than 15 Kg/Sq.cm.25 mm dia

10.1 NS-4 25 mm dia Each 4

Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with

11 plastic floats complete :

11.1 18.18.3 25 mm nominal bore Each 4

Providing & fixing dial type (100 mm) pressure gauge with isolation ball valve suitable for

NS-5 working pressure of 250 PSI, short pieces, nipples, elbows, stainless steel 'U' tube & ball Each 4

12 valve, etc as required as per specifications.

Providing and fixing resilient rubber neoprene lined single vibration elimination connection

with unit control suitable for raw water upto 45 deg.C. temperature working pressure 20

13.1 NS-6 100 mm dia Nos 4

Digitally signed by ANUJ

TOTAL OF SUB HEAD- II PIPES & ACCESSORIES

C SUB HEAD- III FIRE EXTINGUISHER

Note: All extinguishers shall carry ISI mark.

Providing and fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze

lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose,

discharge nozzle ISI marked as per IS-15683 including fixing with dash fasteners etc.

1 complete.Confirming to IS:15683

NS-7 Capacity 4.5 Kg Nos 52

Providing and fixing ABC' stored pressure type Dry Chemical Powder fire extinguisher with

fixing hangers, hose, brackets, screws to required size etc., complete .Confirming to

NS-8 Capacity 6Kg Nos 52

TOTAL OF SUB HEAD- III FIRE EXTINGUISHER

Digitally signed by ANUJ

BOQ - FIRE FIGHTING

S.No 2018,2019/NS DESCRIPTION OF ITEM UNIT RATE AMOUNT

A SUB HEAD - I PUMPS

Supplying, installation, testing and commissioning of electric driven

Triplex pump suitable for automatic operation and consisting of

following, complete in all respects, as required including all

accessories starter etc.

2 HP pressure jet pump 40 bar pressure

6 mtr suction hose

¾ y stainer,3/4 ball valve

6 mtr return hose

3 NS-2 SET 10

2 HP Crompton motor 1 phase

pump make Greentech / Equivalent

4 NS-5 Pressure hose 30 mtr each pump 150*30 10

TOTAL OF SUB HEAD - I PUMPS

B SUB HEAD- II PIPES & ACCESSORIES

Providing, laying, testing & commissioning of 'C' class heavy duty G.I.

pipe conforming to IS 1239 including welding, fittings like elbows,

tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the

wall/ceiling with suitable clamp/support frame and painting with two

or more coats of synthetic enamel paint of required shade complete

8.6 80mm dia M 42

Supplying, fixing, testing and commissioning of butterfly valve of PN

1.6 rating with bronze/gunmetal seat duly ISI marked complete with

nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes

8.4 50 mm dia No’s 10

8.6 80mm dia No’s 2

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ARCOP ASSOCIATES PRIVATE LIMITED

R1_20230225 Digitally signed by ANUJ

S. No. ITEM DESCRIPTION UNIT TOTAL RATE

1.0 Condensate Drain Piping

Supply, Installing, testing and commissioning of UPVC pipe for condensate

complete with 9mm thick nitrile rubber insulation covered with inter woven

glass cloth for CAHUs/ FCU, cut to required length with necessary, clamps,

supports, hangers, fittings such as bends, tees, reducers etc to nearest drain

point complete as per technical specifications with all the necessary mounting

accessories as required for complete installation.

1.1 Dia. 32mm RM 650

1.2 Dia. 25mm RM 860

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ARCOP ASSOCIATES PRIVATE LIMITED

R1_20230225 Digitally signed by ANUJ

IIM VIZAG, FACULTY TOWER A & B AND DIRECTOR RESIDENCE

TENDER DOCUMENT FOR ICT WORKS (PASSIVE, ACTIVE, TELEPHONY & CCTV SYSTEM)

SECTION-BILL OF QUANTITIES

S.No. DESCRIPTION OF EQUIPMENTS UNIT QTY. UNIT RATE AMOUNT

Sub Head I: PASSIVE

A: PASSIVE FOR DATA

SITC of ETL Verified Category 6 U/UTP Cable, low smoke zero halogen (IEC 60332-3-22), 4

pair count, 1000 ft (305 m) length

2 SITC of 24 Port Loaded Straight Patch panels CAT6 (1U) U/UTP Nos. 16 -

3 SITC of Category 6 U/UTP Information Outlet, Data Nodes (at User Side) Nos. 184 -

4 SITC of Cat 6 Patch Cords, U/UTP, LSZH - 3 Feet, Data Nodes (at Rack Side) Nos. 360 -

5 SITC of Cat 6 Patch Cords, U/UTP, LSZH - 7 Feet, Data Nodes (at User Side) Nos. 360 -

6 SITC of CAT6 RJ45 I/O (in a Surface Mount Box) for Wireless AP's and Camera Nos. 178 -

B: PASSIVE FOR VOICE

1 SITC of 24 Port Loaded Straight Patch panels CAT6 (1U) U/UTP Nos. 3 -

2 SITC of Category 6 U/UTP Information Outlet, Data Nodes (at User Side) Nos. 39 -

3 SITC of Cat 6 Patch Cords, U/UTP, LSZH - 3 Feet, Data Nodes (at Rack Side) Nos. 39 -

C: COAXIAL FOR MATV

1 SITC RG 6 Coaxial Cable Mtr 5460 -

2 SITC RG-6 Coaxial Outlet (Should be compatible with the faceplate given) Nos. 111 -

3 SITC 4way TAP OFF box Nos. 38 -

4 SITC 4way Splitter Nos. 12 -

D: FIBER BACKBONE CABLE

SITC of 06F, Singlemode (OS2), Bend Insensative Fiber, Outdoor Corrugated Steel tape

armor, Gel free, Outdoor Stranded Loose Tube Cable with 2 Rip Cords, MDPE Jacket

SITC of 12F, Singlemode (OS2), Bend Insensative Fiber, Outdoor Corrugated Steel tape

armor, Gel free, Outdoor Stranded Loose Tube Cable with 2 Rip Cords, MDPE Jacket

SITC of 24-fiber LC-Style, Singlemode, 19-inch ,1U Rack mount Patch Panel loaded with LC

duplex SM OS2, 12F Pigtail Cartridge with Splice tray.

SITC of 12-fiber LC-Style, Singlemode, 19-inch ,1U Rack mount Patch Panel loaded with LC

duplex SM OS2, 12F Pigtail Cartridge with Splice tray.

SITC of LC-LC Single Mode 9/125 micron Duplex, Bend Insensitive Fiber, LSZH Sheath, OS

2 Patch Cord, 3 Meter

SITC of LC-LC Single Mode 9/125 micron Duplex, Bend Insensitive Fiber, LSZH Sheath, OS

2 Patch Cord, 0.5 Meter

SITC IP66 rated outdoor FDB box for CCTV and WIFI, should have 6 Single mode Fiber pig

SITC IP66 rated outdoor PVC box to put Media Converter and Injector inside, also should

have provision 2 No' 6 Amp Power inside the box.

E: NETWORK AND SERVER RACKS

1 Supply of 36U (W 600mm / D 800mm) Close rack 19" Floor Stand : Nos. 2 -

Front Door S12C 19" / 36U

AC Distribution Box + H/W (5 Points of 5/15 AMP sockets - (Horizontal)

19" 1U Cable Manager PVC with duct fingers x 10

Fan housing unit 4 Fan POSN

Fans 90 CFM 230 VAC

Mounting Hardware (Pack of 10) x 15

2 SITC of 15U (W 600mm / D 600mm) Close rack 19" Wall mount : Nos. 1 -

Front Door S12C 19" / 15U

AC Distribution Box + H/W (5 Points of 5/15 AMP sockets - (Horizontal)x2

19" 1U Cable Manager PVC with duct fingers x 5

Fan housing unit 2 Fan POSN

Fans 90 CFM 230 VAC

Mounting Hardware (Pack of 10) x 5

Digitally signed by ANUJ

F: Faceplate & RG 6 Accessories

SITC of Single port faceplate having spring shutter of steel, stainless.( At User End) with

suitable size of GI box and all accessories required.

SITC of Dual port faceplate having spring shutter of steel, stainless.( At User End) with

suitable size of GI box and all accessories required.

SITC of Dual Port face plate(For fixing of RJ-45 I/O & RG6 Coaxial Connector Outlet) with

suitable size of GI box and all accessories required ( At TV End).

E:Project Management Charges

Project Management Charges, Consumable items (velcro tap, tie, tag etc.) Pentascanning

and OTDR Testing alongwith 25 years of product performance assurance warranty

Total Sub Head I: PASSIVE -

Sub Head II:ACTIVE

A: EDGE SWITCHS

SITC 24 Port 10/100/1000Mbps PoE+ & 4 ports for optional SFP/ SX & SFP+/SR Modules

supporting 1G & 10G respectively, layer 2 switch with Stacking cable (Non blocking

1 switch fabric, IPv6 ready), supports IGMPv2/3 & Multicasting (Should have per port Nos 1 -

power budget of 15.4W, when fully populated) switch shold be provide as per given

technical specfication

SITC 48 Port 10/100/1000Mbps PoE+ & 4 ports for optional SFP/ SX & SFP+/SR Modules

supporting 1G & 10G respectively, layer 2 switch with Stacking cable (Non blocking

2 switch fabric, IPv6 ready), supports IGMPv2/3 & Multicasting (Should have per port Nos 4 -

power budget of 15.4W, when fully populated) switch shold be provide as per given

technical specfication

SITC 24 Port 10/100/1000Mbps & 4 ports for optional SFP/ SX &SFP+/SR Modules

3 supporting 1G &10G, layer 2 switch (Non blocking switch fabric, IPv6 ready), supports Nos 1 -

IGMPv2/3 & Multicasting .switch shold be provide as per given technical specfication

SITC 48 Port 10/100/1000Mbps & 4 ports for optional SFP/ SX & SFP+/SR Modules

4 supporting 1G & 10G, layer 2 switch (Non blocking switch fabric, IPv6 ready), supports Nos 4 -

IGMPv2/3 & Multicasting..switch shold be provide as per given technical specfication

5 SITC Single Mode SFP /LR (LC Type) transreceivers supporting 10G Nos 16 -

6 SITC Single Mode SFP /LR (LC Type) transreceivers supporting 40G Nos 4 -

7 SITC Stack Cables Supporting 10G Nos 13 -

B: INDOOR ACCESS POINTS

SITC of dual-band 802.11abgn/ac/ax, Wireless Access Point ( wifi-06 ) with Multi-Gigabit

Ethernet backhaul and onboard BLE/ZIgbee, 2x2:2 streams (2.4GHz/5GHz) OFDMA, MU-

MIMO, Single Ethernet ports, 802.3at PoE support. These AP's should be capable of being

used with inline & external power source, with Mounting brackets.

Total Sub Head II -

Sub Head III: TELEPHONY

A: Voice Media Gateway (Should be comapatible with the central PBX system)

1 Media Gateway 8 Port with (8 Analog Licences) Nos 3 -

2 Media Gateway 24 Port (24 Analog Licences) Nos 2 -

Total Sub Head III -

Sub Head IV: CCTV

Supply, Installation, Testing & Commissioning of 2MP, Full HD, 1/2.8 type CMOS image

sensor, fixed lens 2.8 / 3.6 mm, H.265 / H.264 & MJPEG triple-stream encoding,

25/30fps@1080P (1920 ×1080), Max IR LEDs length 30 m, IP65 rated, Fixed Dome

Supply, Installation, Testing & Commissioning of 2MP, Full HD, 1/2.8 type CMOS image

sensor, Vari Focal : 2.8 mm to 12 mm, H.265 / H.264 & MJPEG triple-stream encoding,

Max. IR LEDs length 30 m , IP66 rated, 25/30fps@1080P (1920 ×1080), Support ICR for

day time and night time operation Vari Focal Bullet Camera.

Digitally signed by ANUJ

Supply, installation, testing and commissioning of UL Listed Network Video Recording

System (in multiple of 16 channels) should be capable of recording 16 cameras at D1

resolution @ 25 FPS @ 100% recording for 15 days. Required HDD for the same to be

Supply, installation, testing and commissioning of UL Listed Network Video Recording

System (in multiple of 32 channels) should be capable of recording 32 cameras at D1

resolution @ 25 FPS @ 100% recording for 15 days. Required HDD for the same to be

Supply, Installation, Testing & Commissioning of 2MP, Full HD, 1/2.8 type CMOS image

sensor, H.265 / H.264 & MJPEG triple-stream encoding,30x optical zoom,

25/30fps@1080P (1920 ×1080),IR distance up to 150 m ,IP66 rated, Outdoor PTZ Camera.

Rate shoud be inclusive of pole and mounting arrangements.

Total Sub Head IV -

Digitally signed by ANUJ

IIM VISAKHAPATNAM

LANDSCAPE HORTICULTURE WORKS

ARCOP ASSOCIATES PRIVATE LIMITED

SATISH KHANNA ASSOCIATES

R1_20230225 Digitally signed by ANUJ

Name Of Work: Construction of permanent campus ( Phase-I) Of Indian Insitute Of Management

Visakhapatnam at Gambheeram Village, Anandapuram Mandal,Visakhapatnam-530015, Andhra

SUMMARY SHEET - (LANDSCAPE & HORTICULTURE)

DSR Amount NDSR Amount Total Amount

DSR Amount NDSR Amount Total Amount

1 Supply of Trees

2 Supply of Shrubs

3 Supply of Groundcover

3 Softscape works

Digitally signed by ANUJ

DSR Quantity Girth Required Polybag size Unit Rate Total Price

S.No. Botanical Name Common Name

Code (Nos.) (mm) Height (mm) (in.) (INR) (INR)

1 Annona reticulata - Custard apple 2 50 1250 15"x 16"

2 Annona muricata - Laxmana fruit 5 50 1250 15"x 16"

3 Bauhinia purpurea - Purple orchid 51 80 2400 21"x 21"

4 Callistemon lanceolatus - Bottlebrush 15 60 1650 21"x 21"

5 Citrus limetta - Mosambi 5 40 1250 18"x 18"

6 Dalbergia sissoo - Sheesham 13 60 1350 15"x 16"

7 Dillenia indica - Elephant apple 5 40 1250 15"x 16"

8 Ficus religiosa - Peepal 2 250 4500 25"x 25"

9 Michelia champaca - Champak 76 60 1800 13"x 13"

10 Millingtonia hortensis - Kavuki, tree jasmine 38 80 2150 18"x 18"

11 Moringa oleifera - Drumstick 4 80 1800 13"x 13"

12 Murraya koenigii - Curry leaves 10 40 1250 15"x 16"

13 Neolamarckia cadamba - Kadamba 6 200 6000 25"x 25"

14 Nyctanthes arbor-tristis - Harshringar 49 40 1250 15"x 16"

15 Phyllanthus emblica - Amla 6 100 1500 18"x 18"

16 Plumeria alba - Champa 7 150 3000 21"x 21"

17 Pongamia pinnata - Pungu 8 120 1350 18"x 18"

18 Psidium gujava - Guava 4 60 1250 15"x 16"

19 Pterocarpus santallinus - Red sandal 3 100 3000 21"x 21"

20 Samanea saman - Rain tree 1 100 3500 25"x 25"

21 Saraca asoca - Sita ashok 32 100 1500 15"x 16"

22 Schleichera oleosa - Kusum 16 80 1650 21"x 21"

23 Spathodea campanulata - African tulip tree 40 100 1650 21"x 21"

Digitally signed by ANUJ

24 Switenia macrophylla - Mahagoni 6 80 2150 18"x 18"

25 Syzygium cumini - Jamun 45 100 1650 18"x 18"

26 Tabebuia rosea - Pink trumpet 37 80 2150 18"x 18"

27 Terminalia arjuna - Arjuna 12 100 1650 18"x 18"

Required Spread Area (Sq. Quantity Unit Rate Total Price

S.No. Botanical Name DSR Code Common Name Quantity

Height (mm) (mm) m.) per sq.m (INR) (INR)

1 Acalypha wilkesiana - Copperleaf 450 450 965 8 7720

2 Acalypha red dwarf - 450 450 120 8 960

3 Allamanda neriifolia - Allamanda bush 750 450 235 8 1880

4 Ficus starlight - 600 300 825 8 6600

5 Hibiscus rosa-sinensis - Hibiscus 750 300 250 6 1500

6 Ixora coccinea - Ixora (Red) 600 300 150 6 900

7 Jasminum sambac - Jasmine 450 150 405 8 3240

8 Mussaenda rosea - 750 450 290 8 2320

9 Ocimum graticimum - Rama Tulsi 300 300 615 10 6150

10 Ocimum sanctum - Tulsi 300 300 275 10 2750

11 Tabermontana coronaria - Chandni 900 600 370 10 3700

Required Spread Total Area Quantity Unit Rate Total Price

S.No. Botanical Name DSR Code Common Name Quantity

Height (mm) (mm) (Sq. m.) per sq.m (INR) (INR)

1 Lolium species 10002 Mexican grass - - 1633 - -

Digitally signed by ANUJ

Softscape Works

Code Unit Rate Total Price

S.No. Description Unit Quantity

(DSR) (INR) (INR)

1 SOFTSCAPE WORKS

1.1 EARTHWORK PLANTATION

Supplying and stacking of good earth at site including royalty and

1.1.1 carriage upto 5 km lead complete (earth measured in stacks will be 2.2 cum 2758.86

reduced by 20% for payment).

Supplying and stacking at site dump manure from approved source,

1.1.2 including carriage upto 5 km lead complete (manure measured in stacks 2.4.3 cum 551.772

will be reduced by 8% for payment):

Mixing earth and sludge or manure in the required proportion specified

or directed by the Officer-in-charge

Supplying and stacking of fertilizers at site including royalty and

2 EXCAVATION WORKS

2.1 TREES/ PALM PITS

Digging holes and planting 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% : 1

2.1.1 part of stacked volumeof manure after 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 separately)

a) Holes 0.9 m dia and 0.9 m deep 2.14.2 Nos. 498

2.2 SHRUBS/HEDGES

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

reduction by 8%), flooding with water, filling with earth if necessary, 2.13 cum 2700

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

2.4 MAINTAINED LAWN

2.4.1 Ground Preparation for grassing.

Excavating to a depth of 0.30m removing all foreign bodies over 50 mm

dia, refilling with the mix of earth and manure in ratio 3:1, grade

surface to finish levels, as indicated on grading plans. All finished areas

shall slope to drain. Where no grades are shown, the areas shall have a

smooth and continual grade between existing or fixed controls (such as

walks, curbs, catch basins, elevations at steps or building) and levels

shown on plans. Roll, scarify, rake and level as necessary to obtain true,

even grassing surfaces. All finish grades shall meet approval of the

Project Engineer before grassing is done.

Grassing with selection No. 1/ Doob grass including watering and

maintenance of the lawn for 30 days or more till the grass forms a thick

lawn, free from weeds and fit for mowing including supplying good

needed (the grass and good earth shall be paid for separately).

2.4.1b With grass Turf (Mexican grass) Carpet 2.10.2 Sqm 1633

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ARCOP ASSOCIATES PRIVATE LIMITED

ENVIRONSCONSULTANTS

R1_20230225 Digitally signed by ANUJ

IIM VISAKHAPATNAM

ARCOP ASSOCIATES PRIVATE LIMITED

ENVIRONSCONSULTANTS

R1_20230225 Digitally signed by ANUJ

SUMMARY OF PLUMBING EXTERNAL WORKS

S.No. Description AMOUNT

1.00 SUB HEAD I: SEWERAGE SYSTEM

2.00 SUB HEAD II: DRAINGE SYESTEM

3.00 SUB HEAD III: EXTERNAL WATER SUPPLY

Digitally signed by ANUJ

BOQ FOR EXTERNAL WORKS

S.No. DSR/ NS Ref. No. Unit Qty RATE AMOUNT

SUB HEAD I: SEWERAGE SYSTEM

Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 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 consolidating each deposited layer by ramming, watering, etc.

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

All kind of soil

2.10.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Metre 556

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5

2 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto

All kind of soil

2.11 Pipes, cables etc., exceeding 80mm dia but not exceeding 300mm dia Metre 222

Providing, laying and jointing double wall corragatued (DWC) HDPE pipe including

testing of joints etc. complete coinferming to IS 16908 . DWC Pipe SN-8 with Coupler.

3.1 NS-1-E 150 mm diameter Metre 556

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

4 19.2 stone aggregate 40 mm nominal size) all-round DWC pipes including bed concrete as

per standard design:

4.1 19.2.2 150 mm dia pipe Metre 556

Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand )

with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8

graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement

and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) finished with a floating coat of neat cement

complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)

455x610 mm internal dimensions, total weight of cover and frame to be not less than 38

kg (weight of cover 23 kg and weight of frame 15 kg):

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 20

6 Extra for depth for manholes :

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 11

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and

0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster

12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating

coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded

stone aggregate 40 mm nominal size), and making necessary channel in cement

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

size) finished with a floating coat of neat cement, all complete as per standard design :

Digitally signed by ANUJ

0.91 mm deep with SFRC Cover and frame (heavy duty , HD- 20 grade designation) 560

mm internal dia confirming of to I.S 12592 total weight of cover and frame not less than

182.Kg. fixied in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone

agggregate 20 mm nominal size ) including centering shutering all

complete.(Excavation,foot rest and 12 mm thick plaster at the external surface shall be

paid for separately)

19.9.1.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 18

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 9

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m

dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm

thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of

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

aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm

internal diameter conforming to I.S. 12592, total weight of cover and frame to be not

less than 182 kg. fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at

the external surface shall be paid for separately) :

19.11.1.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 3

Extra depth for circular type manhole 1.22 m internal dia (at bottom)

beyond 1.68 m to 2.29 m :

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

class designation 7.5

Providing sand cast iron drop connection externally for 60 cm drop from branch sewer

line to main sewer manhole including inspection and cleaning eye with chain and lid,

sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1

cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering

and shuttering required, cutting holes in walls and making good with brick work in

11 19.22 cement mortar 1:4 (1 cement : 4 coarse

sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the

manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement

mortar 1:1 (1 cement : 1fine sand) joints between sand cast iron tee and S.W . pipe,

making required channels complete as per standard design and

specifications :

11.1 19.22.2 150 mm dia sand cast iron drop connection each 3

Extra for depths beyond 60 cm of sand cast iron drop connection

12.1 19.23.2 For 150 mm dia sand cast iron drop connection metre 1

Providing orange colour safety foot rest of minimum 6 mm thick 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 having 2 mm tread on top

13 19.16 surface by ribbing or chequering besides necessary and adequate anchoring projections Each 100

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 mark to be visible even after fixing, including fixing in

manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per design.

TOTAL OF SUB HEAD I: SEWERAGE SYSTEM

SUB HEAD II: Drainage System

Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 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 consolidating each deposited layer by ramming, watering, etc.

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

1.1 All kind of soil

2.10.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Metre 836

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5

2 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto

All kind of soil

2.1 2.11 Pipes, cables etc., exceeding 80mm dia but not exceeding 300mm dia Metre 84

Digitally signed by ANUJ

Providing, laying and jointing double wall corragatued (DWC) HDPE pipe including

testing of joints etc. complete coinferming to IS 16908 . DWC Pipe SN-8 with Coupler.

3.1 NS-1-E 150 mm diameter Metre 418

3.2 NS-2-E 300 mm diameter Metre 418

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

4 stone aggregate 40 mm nominal size) up to allround of DWC pipes including bed

concrete as per standard design :

4.1 19.3.2 150 mm diameter Metre 418

4.2 19.3.5 300 mm diameter Metre 418

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and

0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster

12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating

coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded

stone aggregate 40 mm nominal size), and making necessary channel in cement

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

size) finished with a floating coat of neat cement, all complete as per standard design :

0.91 mm deep with SFRC Cover and frame (heavy duty , HD- 20 grade designation) 560

mm internal dia confirming of to I.S 12592 total weight of cover and frame not less than

182.Kg. fixied in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone

agggregate 20 mm nominal size ) including centering shutering all

complete.(Excavation,foot rest and 12 mm thick plaster at the external surface shall be

paid for separately)

19.9.1.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 24

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 12

Providing orange colour safety foot rest of minimum 6 mm thick 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 having 2 mm tread on top

7 19.16 surface by ribbing or chequering besides necessary and adequate anchoring projections Each 160

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 mark to be visible even after fixing, including fixing in

manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per design.

Providing sand cast iron drop connection externally for 60 cm drop from branch sewer

line to main sewer manhole including inspection and cleaning eye with chain and lid,

sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1

cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering

and shuttering required, cutting holes in walls and making good with brick work in

8 19.22 cement mortar 1:4 (1 cement : 4 coarse

sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the

manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement

mortar 1:1 (1 cement : 1fine sand) joints between sand cast iron tee and S.W . pipe,

making required channels complete as per standard design and

specifications :

19.22.2 150 mm dia sand cast iron drop connection each 2

Extra for depths beyond 60 cm of sand cast iron drop connection

19.23.2 For 150 mm dia sand cast iron drop connection metre 1

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement

10 19.27 mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal

grating with frame complete as per standard design :

19.27.1 with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 53

11 19.31 Extra for depth beyond 45 cm of brick masonry chamber :

19.31.1 For 455x610 mm size

With common burnt clay F .P .S. (non modular)

bricks of class designation 7.5

TOTAL OF SUB HEAD II: DRAINGE SYESTEM

SUB HEAD III: External Water Supply

Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 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 consolidating each deposited layer by ramming, watering, etc.

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

Digitally signed by ANUJ

2.10.1 All kind of soil

2.10.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Metre 180

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and

refilling etc. External work

2.1 1812.4 32 mm dia nominal bore Metre 90

2.2 18.12.5 32 mm dia nominal bore Metre 90

Making connection of G .I. distribution branch with G .I. main of following

3.0 18.13 sizes by providing and fixing tee, including cutting and threading the

pipe etc. complete :

3.1 18.13.1 25 to 40 mm nominal bore Each 8

3.2 18.13.2 50 to 80 mm nominal bore Each

Providing and filling sand of grading zone V or coarser grade, allround

the G .I. pipes in external work :

4.1 18.41.4 32 mm diameter pipe Metre 180

Providing and fixing gunmetal gate valve with CI wheel of approved quality (Screwed

end)(PN16 Rating)

5.1 18.17.1 25mm nominal bore Each 2

5.2 18.17.2 32mm nominal bore Each 4

5.3 18.17.3 40mm nominal bore Each 4

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar

1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top

diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC

6 top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10

graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar

1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement

complete as per standard design :

18.34.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2

Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4

(1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box

400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary

excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone

aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement

: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as

per standard design :

18.37.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2

8 19.8 Extra for depth for Chamber

With common burnt clay F .P .S. (non modular)

bricks of class designation 7.5

Supply and painting GI pipe with two coat of bitumastic paint wrapping with one layer

of polyethene tape of 400 micron thickness and appling a final coat of bitumatic paint.

9.1 NS-3-E 32mm diameter pipe Metre 180

TOTAL OF SUB HEAD III : EXTERNAL WATER SUPPLY

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ARCOP ASSOCIATES PRIVATE LIMITED

ENVIRONSCONSULTANTS

R1_20230225 Digitally signed by ANUJ

Work:- Plumbing Estimate BOQ summary

A SUB HEAD -I : SANITARY INSTALLATION (NON-

B SUB HEAD -II : DRAINAGE SYSTEM

C SUB HEAD -III : WATER SUPPLY SYSTEM

SUB TOTAL SUB HEADS (RS.)

Digitally signed by ANUJ

Work:- Plumbing Estimate BOQS

S. No. 2018/ NS Description Unit Total Rate Amount

A SUB HEAD -I : SANITARY INSTALLATION

Providing and fixing Vitreous china floor mounting type European water closet with

'S' trap with flush tank, solid plastic seat cover with lid, C.P. brass/ABS hinges and

rubber buffers, EPDM/Teflone sealed WC connector, wall bracket/anchoring

1 NS-1 Each 105

arrangement complete including cutting and making good the walls and floors

wherever required. Ref.Model:Model ref. No: SLS-WHT-6851S220PP of Jaquar

Make or equivalent

Providing and fixing White coloured glazed vitreous china rectangular wash basin

with adjustable C.I. brackets painted white,C.P.brass waste, C.P. cast brass bottle

trap and union, 32 mm dia C.P. pipe of required length to wall and C.P. wall flange

2 NS-2 Each 108

complete including cutting and making good the walls wherever required.

Ref.Model:CNS - WHT - 801 of Jaquar Make or equivalent.(PEDESTAL BASIN FLORA

Providing and fixing White coloured glazed vitreous china rectangular wash basin

with adjustable C.I. brackets painted white,C.P.brass waste, C.P. cast brass bottle

trap and union, 32 mm dia C.P. pipe of required length to wall and C.P. wall flange

3 NS-2A Each 32

complete including cutting and making good the walls wherever required.

Ref.Model:CNS - CNS - WHT - 701 of Jaquar Make or equivalent.(UNDER COUNTER

GARNET WB SIZE(580*430MM)

Providing and fixing Stainless steel single bowl sink with drain board of required

size,brackets painted, waste and flexible pipe to trap, with necessary union

4 NS-3 Each 33

complete including cutting and making good the walls wherever required . Ref:

Model: Domingo (24x18x9) of Nirali

Providing and fixingC.P single lever concealed Divertor with bath spout, head

shower, shower arm and C.P Brass wall flanges complete including cutting and

5 NS-4 making good the wall where required. Refer Model details below.(Flow

rate:<=7LPM). Head shower: Model No:OHS - CHR - 1663 of Jaquar Make or

equivalent. Shower arm: Model No: SHA - 477P of Jaquar Make or equivalent. Each 101

Head shower: Model No:OHS - CHR - 1663 of Hindware Italian

Shower arm: Model No: SHA - 477P of Hindware Italian

Concealed mixer Model: FUS - CHR - 29273UPR of Jaquar make or equivalent.

Providing and fixing Health Faucet with 900 to 1200mm longChrome plated flexible

6 NS-5 pipe and wall hook complete including screws SS sleeves. Model:ALD CHR 565 of Each 105

Jaquar Make or equivalent.(Flow rate: <=4LPM)

Providing and fixing C.P. Pillar tap auto closing Type on wash basin with S.S braided

7 NS-6 flexible connector, nuts and washers including cutting hole complete. in all respects. Each 140

Ref.Model:ARI - CHR - 39011GE of Jaquar Make or equivalent.(Flow rate:<=4LPM)

Providing and fixing C.P. brass Sink cock with regular swinging spout with SS

braided flexible connectors, nuts & washers complete including cutting and making

8 NS-7 Each 33

good. Ref.Model: FLR - CHR - 5347SD of Jaquar Make or equivalent. (Flow

Providing and fixing 15 mm dia C.P. brass angle valves with S.S wall flange

9 NS-08 Each 506

including cutting and making good. AQTCHR - 3057P of Jaquar or equivalent.

Providing and fixing C.P brass/ SS coat hook including PVC sleeves and C.P brass

10 NS-09 Each 103

screws complete in all respects. Ref.ACN-CHR-1161N of Jaquar Make or equivalent.

Providing and fixing S.S / CP brass towel ring 15 mm dia and complete in all respect.

11 NS-10 Ref.Model: ACN CHR - 1121BN of Jaquar Make or equivalent. Each 101

Providing and fixing 600mm Long Stainless Steel towel rail. Ref. ACN-CHR-1111SM

12 NS-10A Each 101

of Jaquar Make or equivalent.

Providing and fixing S.S / CP brass toilet paper holder with concealed screws and

13 NS-11 Each 103

rawl plug complete. Ref.Model: ACN-CHR-1153N of Jaquar

Providing and fixing S.S soap holder of approved make with concealed screws and

14 NS-12 rawl plugs complete in all respect. Ref.Model: ACN - 1177N of Jaquar Make or Each 133

Providing and fixing CP Glass Shelf and complete in all respect. Ref.Model:

15 NS-12A Each 103

AKP - 35771P of Jaquar Make or equivalent.

Providing and fixing 15 mm Two way angular valve with SS wall flange

16 NS-12B including cutting and making good. Ref.Model: APR CHR 101067 of Jaquar Each 138

Total Sub Head-I Rs.

Digitally signed by ANUJ

B SUB HEAD -II : DRAINAGE SYSTEM

Providing and fixing uPVC SWR (Type - 'B') for soil, waste and vent pipes conforming

to IS 13592-1992 including all SWR moulded fittings conforming to IS: 14735 i.e

bends, tees, junctions, cowls, offsets, crosses with or without access doors etc, and

with Ring Fit / approved solvent cement including angle supports with clamps, G.I

bat holder and clamps including cutting holes in walls and wherever required and

making good the sameas directed by the Engineer-in-Charge.

NS-13 90 mm O.D type "B" waste Mtr 374

NS-14 75 mm O.D type "B" waste Mtr 114

NS-15 110 mm O.D type "B" for soil/waste Mtr 1442

12.41.2 110 mm O.D type "A" for RWP (Vertical and horizontal) Mtr 643

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 consolidating each deposited layer

by ramming, watering, etc. and disposing of surplus excavated soil as directed,

within a lead of 50 m

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Mtr 250

Supply, Installation, Jointing, testing & commissioning in position the following

UPVC pipes confirming to IS 4985 of 6 Kg / Sq.cm for drainage system cut to

required length. Pipe to be laid below ground level in trenches upto required depth

15 including excavation in all kind of soil (hard rock), dewatering, refilling, watering,

ramming and removing the surplus excavated material and making good the same

complete as required. Cost shall be Inclusive of providing protection to pipe all

round / haunches as per specification.

NS-16 40 mm OD dia Mtr 198

NS-17 50 mm OD dia Mtr 62

NS-18 63 mm OD dia Mtr 205

Providing and fixing UPVC, P or S trap of self cleaning design with / without vent

arm setting in cement concrete 1:2:4 mix complete including cost of cutting &

making good the wall and wherever required / supports as required at site

according to flat slab underslung pipe.

NS-19 110x110 mm 'P' trap Each 142

Providing and fixing PVC inlet fitting with one or more inlets fabricated from 110

17 NS-20 mm outer dia UPVC pipe and solvent welded sockets and fixed to UPVC Trap and Each 142

set in cement concrete as per drawing complete.

Providing & fixing UPVC reducer socket /Bend including cutting and shaping to

NS-21 110 x 63 mm Each 133

Providing and fixing SS grating of approved quality including cutting and making

19 NS-22 good the walls and floors wherever required complete as per directions of Each 275

Engineer-Incharge. (for FT & FD) (100mm dia).

Providing and fixing roof parapet drain for rain water pipe cast iron, power coated

20 NS-23 body finish. The diameter / size should be based on the RWP pipes and should Each 118

match with the same.

Providing and fixing Dome Type Roof Drain Cast Iron Body with Aluminium Dome. The

20a NS-23A Each 30

diameter / size should be based on the RWP pipes and should match with the same

Providing and fixing End plug of approved quality including cutting and making

21 NS-24 good the walls and floors wherever required complete in all respects . (110mm) Each 24

Providing and fixing P.V.C. waste pipe for sink or wash basin including

21a 17.28.2.2 P.V.C. waste fittings complete. Each 32

Flexible pipe - 32mm dia

Total Sub Head-II Rs.

C SUB HEAD -III : WATER SUPPLY SYSTEM

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and

making good the walls etc.

Internal work - Exposed on wall

18.10.1 15 mm dia nominal bore Mtr 134

18.10.2 20 mm dia nominal bore Mtr 384

18.10.3 25 mm dia nominal bore Mtr 399

18.10.4 32 mm dia nominal bore Mtr 568

18.10.5 40 mm dia nominal bore Mtr 278

18.10.6 50 mm dia nominal bore Mtr 96

Providing and fixing G .I. pipes complete with G .I. fittings including

trenching and refilling etc

18.12.7 65 mm dia nominal bore Mtr 34

Digitally signed by ANUJ

18.12.8 80 mm dia nominal bore Mtr 38

NS-25 100 mm dia nominal bore Mtr 160

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for cold water supply, including all CPVC plain & brass threaded fittings,

24 18.8 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.

Concealed work, Including cutting , chases and making good the walls

18.8.1 15 mm nominal outer dia .Pipes. Mtr 2451

18.8.2 20 mm nominal outer dia .Pipes. Mtr 691

18.8.3 25 mm nominal outer dia .Pipes. Mtr 264

18.8.4 32 mm nominal outer dia .Pipes. Mtr 150

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply including all CPVC plain & brass threaded

25 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement,

trenching, refilling & testing of joints complete as per direction of Engineer in

18.9.5 40 mm nominal outer dia .Pipes. Mtr 58

18.9.6 50 mm nominal outer dia .Pipes. Mtr 64

Providing and fixing ball valve (brass) of approved quality, high or low pressure,

with plastic floats complete :

18.18.1 15mm dia Each 260

18.18.2 20mm dia Each 131

18.18.3 25mm dia Each 115

NS-26 32 mm dia Each 34

NS-27 40 mm dia Each 4

Supplying, fixing, testing and commissioning of butterfly valve of PN 16 rating with

27 bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

NS-28 50 mm dia Each 6

NS-29 65 mm dia Each 2

NS-30 80 mm dia Each 6

NS-31 100 mm dia Each 8

Providing and fixing gunmetal single acting air release valve with screwed inlet

tested for 10Kg/Cm2.

NS-32 25 mm dia Each 6

Providing, fixing, testing and commissioning electronic water meter with direct

reading dial in KL with all necessary fitting such as flanged/ socketed tail pieces,

nuts, bolts, washers, reducers, etc. with all necessary testing charges and

obtaining test certificates from municipal authorities, on following size pipe lines.

The meter shall comply to ISO 4064 standard, feasible for class B or Class A

NS-33 25mm dia No. 1

NS-34 32mm dia No. 1

NS-35 40mm dia No. 2

NS-36 50mm dia No. 2

Providing and fixing motorized butterfly valve with float type sensors suitable for

240 volts with working pressure rating of not less than 5kg/cm2 with control panel

30 and sensors to open valve when water level is low in tanks and to close when

water level is high in water tanks necessary cables (4CX1.5 Sqmm or 3C X1.5

sqmm), conduits, Upto junction box ( Upto 6 mt qty approx.) etc. complete.

NS-37 50 mm dia Each 3

Digitally signed by ANUJ

Providing and fixing M.S fabricated hot dipped galvanized coating puddle flange

comprising of 600 mm dia long M.S class 'C' pipe (screwed end up to 50 mm &

flange for more than 50 mm dia) with 6 mm thick M.S plates of required size

31 including cutting holes in Centre of plate, inserting pipe & making welded (Arc) joint

complete. Same shall be installed with TEC welded joint in position with

reinforcement bars of RCC tank wall/slab including making cutout in shuttering

during concrete casting of tank of following diameter.(For underground tank)

NS-38 100 mm nominal bore Each 12

NS-39 80 mm nominal bore Each 8

NS-40 50 mm nominal bore Each 5

NS-41 32 mm nominal bore Each 4

NS-42 25 mm nominal bore Each 6

32 Pressure Reducing Station:

Providing and fixing Pressure Reducing station for cold water supply comprising of 2 Nos. of

brass ball valves on outlet and bye-pass and 1 No. ball with "Y" strainers on inlet line and a

PRV (Diaphram type) unit with out going pressure gauge with flanged or union connection

including safety valve. The complete system is tested to a pressure not less than 10 Kg/Cm2

and suitable to reduce the pressure of 2.5 to 3 Kg/Cm2 (Or as desired at site) including

flanges/unions, nuts, bolts and washers complete as required for applications. (Horizontal

or vertical as applicable).

a) NS-43 15 mm dia Each 17

b) NS-44 20 mm dia Each 20

c) NS-45 25 mm dia Each 18

d) NS-46 32 mm dia Each 35

e) NS-47 40 mm dia Each 9

f) NS-48 100 mm dia Each 4

Providing & Fixining Gun Metal Non Return Valve of Approved Quality (Screwed

18.19.4.1 50 Dia (Horizontal) Nos. 4

18.19.6.1 80 Dia (Horizontal) Nos. 4

Total Sub Head-III Rs.

Digitally signed by ANUJ

IIM VISAKHAPATNAM

ARCOP ASSOCIATES PRIVATE LIMITED

M/S SAADHYA INFRA SOLUTIONS LLP

R1_20230225 Digitally signed by ANUJ

Estimation for Construction of Road Work

S.No. NDSR MoRTH REF: Description Unit Estimation Qty

SUB HEAD-I : EXCAVATION

Clearing and Grubbing Road Land - In area of light jungle.(Clearing and grubbing road land including uprooting rank vegetation, grass,

bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and

1 NS -01 201 hectare Not applicable

stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not

exceeding 150 mm in thickness.)

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with

2 NS -02 301 hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with Cum 339.48

requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in

3 NS -03 301 ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site Cum 254.61

within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including

4 NS -04 301 breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with Cum 254.61

requirements of lines, grades and cross sections.) - Machanised

Total of SUB HEAD-I : EXCAVATION

SUB HEAD-II : PREPARATION & EMBANKMENT

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading,

grading to required slope and compacting to meet requirement of table 300-2

Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to

required slope and compacted to meet requirement of table No. 300-2

Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material

8 NS -08 401 to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the Cum 171.51

desired density, complete as per clause 401

Total of SUB HEAD-II : PREPARATION & EMBANKMENT

SUB HEAD-III : ROAD CONSTRUCTION

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate

9 NS -09 601 gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be Cum Not applible

determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

Digitally signed by ANUJ

S.No. NDSR MoRTH REF: Description Unit Estimation Qty

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base

with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25

mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread,

10 NS -10 602 compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint Cum 173.6

filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing )

11 NS -11 304 Sand Filling Trenches as per Drawing & Technical Specification Cum 16.38

Precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in

AP SOR III- Sub Section, all shapes and designs as

BMT-D 13 &17 per the manufacturer's specification as per Drawing & Technical Specification

Precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Light traffic areas conforming to IS 15658:2006 in

AP SOR III- Sub

13 NS -13 all shapes and designs as Sqm 21.25

SectionBMT-D 14&17

per the manufacturer's specification as per Drawing & Technical Specification

14 NS -14 1500, 1700 & 2100 Concrete Flooring RCC Grade M20 as per Drawing & Technical Specification Sqm 27.9

15 NS -15 1500, 1700 & 2200 Precast Concrete Band M30 as per Drawing & Technical Specification Cum 12.21

16 NS -16 1500 &1600 1700 RCC Grade M 30 as per Drawing & Technical Specification Cum 0.64

17 NS -17 2100 Precast Concrete Band PCC M10 as per Drawing & Technical Specification Cum 5.7

18 NS -18 1600 & 2200 Supplying, fitting and placing HYSD bar reinforcement Steel - as per drawing and Technical Specifications MT 0.07

Construction of cement concrete kerb in M 25 grade & PCC on M10 grade foundation with kerb laying machine, foundation concrete laid

manually, all complete as per clause 408

Providing and laying of Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical specifications

Total of SUB HEAD-III : ROAD CONSTRUCTION

SUB HEAD-IV: ROAD MARKERS & THERMO PLASTIC

Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive

24 NS -24 effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and Sqm 35

bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area,

25 NS -25 thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks Sqm 31

Total of SUB HEAD-IV: ROAD MARKERS & THERMO PLASTIC

Digitally signed by ANUJ