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| # | Company | Amount |
|---|---|---|
| 1 | ₹25.1 Cr 9 28 3 VIP ROAD SIRIPURAM VISHAKHAPATNAM ANDHRA PRADESH 530 003 | ₹25.1 Cr |
Tender Value
₹28.8 Cr
EMD Value
₹28.8 L
Closing Date
21 Jun 2023, 11:00 amClosed
Construction of Faculty and Directors residences Phase I in IIM Visakhapatnam at Gambheeram Village Anandapuram Mandal Visakhapatnam Andhra Pradesh
NBCC/CPG/IIM/Visakhapatnam/2023/368
NBCC/CPG/IIM/Visakhapatnam/2023/368
Open Tender-Domestic
Civil Works General
Visakhapatanam, Andhra Pradesh
₹59,000
₹28.8 L
1 Jun 2023
1 Jun 2023
21 Jun 2023
21 Jun 2023
7 Aug 2023
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
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