Construction of New Hostel, Dining Building and Allied Infrastructure at Permanent Campus of IIM Visakhapatnam

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

1.01 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation

trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and

ramming of bottoms & lift upto 1.5 m, including getting out the excavated soil and disposal of surplus Cum 160

excavated soil as directed, within a lead of 50 m. All kinds of soil.

1.02 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal

of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

1.03 2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal

of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

1.031 2.7.1 Ordinary rock Cum 48057

1.032 2.7.2 Hard rock (requiring blasting) Cum 210

1.033 2.7.3 Hard rock (blasting prohibited) Cum 43568

1.04 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked

1.041 2.26.1 All kinds of soil Cum 3348

1.042 2.26.2 Ordinary or hard rock Cum 65598

1.05 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers

not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to Cum 16474

1.06 1.1.2 Carriage Of Materials : Earth upto 2 Km Cum 0

1.07 1.1.4 Carriage Of Materials : Excavated rock upto 2 km Cum 85703

1.08 NDSR-01 Supplying chemical emulsion in sealed containers including delivery as specified.Premise(imidacloprid

1.09 NDSR-02 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the

cost of chemical emulsion) :

Along external wall where the apron is not provided using

chemical emulsion @ 7.5 litres / sqm of the vertical surface of

the substructure to a depth of 300 mm including excavation Mtr 970

channel along the wall & rodding etc. complete:

With Premise(imidacloprid 30.5% m/m SC), The Authorised applicator agency to provide a

guarantee for atleast 10 years from the date of the building handingover.

1.10 NDSR-03 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the

cost of chemical emulsion) :

Along the Internal wall below concrete or masonry apron

using chemical emulsion @ 2.25 litres per linear metre Mtr 12933

including drilling and plugging holes etc.:

With Premise(imidacloprid 30.5% m/m SC) The contractor shall provide a guarantee for up to 10 years

from the date of project handover

1.11 NDSR-04 Providing and applying pre-constructional anti-termite treatment to the soil under floors (excluding the

cost of chemical emulsion) by treating the prepared and compacted sub-grade with chemical emulsion

@ one litre per hole of surface area before laying base concrete or sand bed, using

Premise(imidacloprid 30.5% m/m SC) diluted with water to give 1% concentration, freshly prepared at

site, applied uniformly by spraying to ensure complete saturation of the soil, all complete as per IS:6313 Sqm 5931

(Part II) – latest and as directed by the Engineer-in-Charge,The contractor shall provide a guarantee for

up to 10 years from the date of project handover

Sub-total ; Earthwork

2 CONCRETE WORKS

2.01 4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain

cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended

proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than 110% of the minimum specified

cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra

2.011 4.20.1.1 All works upto plinth level :

Concrete of M10 grade with minimum cement Cum 1522

content of 220 kg /cum

2.012 4.20.1.2 All works upto plinth level :

Concrete of M15 grade with minimum cement Cum 9

content of 240 kg /cum

2.013 4.20.2.1 All works above plinth and upto floor V level

Concrete of M10 grade with minimum cement Cum 299

content of 220 kg /cum

2.014 4.20.2.2 All works above plinth and upto floor V level

Concrete of M15 grade with minimum cement Cum 1003

content of 240 kg /cum

2.015 4.20.2.3 All works above plinth and upto floor V level

Concrete of M20 grade with minimum cement Cum 2

content of 270 kg /cum

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

2.02 5.33.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions

as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without

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

excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-

charge, for the following

grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design

mix shall be payable separately. In case the cement content in design mix is more than 110% of the

specified minimum cement content,

the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

2.021 5.33.1.1 All works upto plinth level

Concrete of M25 grade with minimum cement Cum 7113

content of 330 kg /cum

2.022 5.33.1.2 All works upto plinth level

Concrete of M30 grade with minimum cement Cum 44

content of 350 kg /cum

2.03 5.33.2 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions

as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without

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

excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-

charge, for the following

grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design

mix shall be payable separately. In case the cement content in design mix is more than 110% of the

specified minimum cement content,

the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

2.031 5.33.2.1 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement Cum 13669

content of 330 kg /cum

2.032 5.33.2.2 All works above plinth level upto floor V level

Concrete of M30 grade with minimum cement Cum 339

content of 350 kg /cum

2.04 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,

balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with Cum 97

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20

mm nominal size derived from natural sources).

Sub-total ; Concrete works

3 CENTRING AND SHUTTERING WORKS

3.01 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations,

footings, bases of columns, etc. for mass concrete Sqm 7002

3.02 5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness)

including attached pilasters, butteresses, plinth and string courses etc.

3.03 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors,

roofs, landings, balconies and access platform

3.04 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth

beams, girders, bressumers and cantilevers Sqm 7602

3.05 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers,

Abutments, Posts and Struts Sqm 6111

3.06 5.9.7 Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding

landings) except spiral-staircases Sqm 593

3.07 5.9.19 Centering and shuttering including strutting, propping etc. and removal of form for Weather shade,

Chajjas, corbels etc., including edges Sqm 6

3.08 5.9.20 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors,

roofs, landings, balconies and access platform with water proof ply 12 mm thick

3.09 5.9.14 Centering and shuttering including strutting, propping etc. and removal of form for Extra for shuttering in

circular work (20% of respective centering and shuttering items) Sqm 1039

3.10 5.9.15 Centering and shuttering including strutting, propping etc. and removal of form for Small lintels not

exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed

plates, anchor blocks and the like

3.11 5.9.16 Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and

breaks in floors and walls

3.111 5.9.16.1 Under 20 cm wide Mtr 3486

3.112 5.9.16.2 above 20 cm wide Sqm 0

3.12 5.11.1 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 metre or part thereof Suspended floors, roofs, landings, beams and balconies

(Plan area to be measured).

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

3.13 DR 01 Providing and fixing of customized Aluminium form work for monolithic construction on RCC members

with repetitive usage made up of aluminium sheets/plates of minimum 4 mm thickness and grade 6061

(Type-6). The formwork comprises of (a) wall panel, roccker, kicker and internal soffit corner, external

soffit corner, external corner, internal corner etc., (b) beam components i.e, beam side panel, prop

head for soffit beam, beams soffit panel, beam soffit bulk head and (c) deck components i.e. deck

panel, deck prop, prop length, deck mid, soffit length, deck beam bar. The panels are held in position

by a simple pin and wedge system that passes thorugh

holes in the out side rib of each panel. The tolerance of finished panel shall not be less than (-1 mm) and

shall conform to IS : 14987-1999. Pins and wedges to be made of high grade hot dipped galvansied mild

steel. This form work also comprises of M.S. angle iron, “Z” shaped brackets braced diagonally at 0.90 to

1.00 metre centre to centre on extrenal wall face just the level below on which to lay M.S. square tube

panels (Challis) and guard railing supports to form working platform and 40 mm dia G.I./M.S. telescopic

adjustable props to support deck formwork and beam soffit panels including de-shuttering the formwork

from odd/even level to be shifted/lifted to next alterante odd/even level before which the points and

shuttering surface to be thoroughly cleaned, pins greasing and shuttering surface oiling propoerly before

fixing all complete including sealing of gap between kicker plates of wall panel and floors (if any) as per

design of formwork as provided by shuttering supplier and as per direction of the Engineer-in-charge.

including filling and finishing the holes of varied sizes and shapes (left by keys/pins of aluminium form

work shuttering while deshuttering) with GP-2 cementitious polymer compound mixed with water in ratio

prescribed by manufacturer to form consistent workable enough for pushing it in the holes upto full depth Sqm 63068

of wall using appropriate tools and finishing smooth all complete as per directions of the Engineer-

Sub-total ; Centring and Shuttering Works

4 REINFORCEMENT STEEL

4.01 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and

binding all complete upto plinth level. Kg 468136

Thermo-Mechanically Treated bars of grade Fe-500D or more.

4.02 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and

binding all complete above plinth level. Kg 1264693

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Sub-total ; Reinforcement Steel

5 NDSR-5 WATERPROOFING

5.01 NDSR-5.1 Terrace waterproofing. Stage - I: Surface Preparation:

Existing screed / plastering shall be removed mechanically to expose the mother concrete slab.

Concrete Substrate surface will be made clean, dry, smooth, and free of contaminants such as grease,

coal tar and oil-based products remove without traces. All sharp edges, fins and rough surfaces that

could damage the membrane will be removed.

Stage - II:Bore Packing:Bore Packing For Overflow Pipes Preparing the inside surface of core and PVC

/MS Pipe by roughening using suitable Sandpaper to get better adhesion prior to packing works.

Cleaning the surface by wire brushing followed water jet to remove any laitance or loose flaky

particles.Providing necessary formwork for packing the bore using suitable arrangement (depending

upon site conditions). Applying a coat of styrene- butadiene based polymer coating using Nitobond

SBR/Planicrete SBR or equivalent product from Mapei/Pidilite/MYK to enhance adhesion between the

packing material and other surfaces. Packing the gap using non shrink cement polymer-based grout

using Conbextra GP2 / Mapefill GP IN or equivalent product from Pidilite/MYK/Mapei the surface of the

bore whilst the Nitobond SBR/Planicrete SBR is in tacky state.

Stage - III:Coving: Providing and applying at the junction of slab and vertical offsets of 75X75MM with

Cement Mortar 1:4 and admixed with Nitobond SBR/Planicrete SBR at dosage as per as per

manufacturers specification or equivalent product from Pidilite, MYK,Mapei wherever necessary Injection

Grouting & Crack filling using EP10 of PU OR EPOXY GROUTING NITOFILL WS60 & UR63/EPOJET LV 40

equivalent product from Pidilite/MYK/Mapei.

Providing Chemical injection treatment in the form of pressure grouting to the cold joint /Construction

joint /chase open all cracks by "V" groove filling the groove wit followed by injecting cement slurry mixed

with grout admixture and final cutting the projected nozzles and sealing off the PVC nozzles after the

injection operation is over with Renderoc plug from Fosrock or equivalent product from

Fosrock/Pidilite/MYK/Mapei non-shrink rapid setting mortar compound, finishing, curing etc. as per

manufacturers specification and as directed

Stage - IV:Water Proofing System:

Providing and applying Fosroc NITOPROOF WB PRIMER & Nitoproof 630 PU of Fosroc or epoxy primer

Mapefloor I 900 & Purtop ONE IN of MAPEI (or equivalent product from Pidilite/MYK/MAPEI) chemicals a

single component pitch free polyurethane-based coating that cures by reaction with atmospheric

moisture to form a tough but flexible waterproofing membrane. It is elastomeric, seamless waterproof

membrane applied in 2 coats to DFT not less than 1.5 mm thick @ 2.5 Kg per Sqm having a elongation

capacity of over 500%, And primer to be applied Termination to be done on wall extending the coating

to min. 300mm height above the finished floor level and sealed inside the groove of 20mm wide x 10mm

thick flushed with polymer modified mortar as per vendor recommendation. Laying 150gsm non-woven

geo textile membrane over Nitoproof 630 PU coating or Purtop ONE IN or equivalent product from

Fosrock/Pidilite/ MYK/MAPEI.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

The material shall comply to ASTM C 836 with following properties:

Elongation (ASTM D412): >400 %

Specific gravity: 1.5 g/cc

Solid content: 85%

Modulus @ 100% elongation (ASTM D412): 0.62 N/mm²

Tear resistance (ASTM D624): 15 N

Water vapour transmission (ASTM E96): 0.6 g/m²/hr

Water permeability @ 5 bar: Nil

Shore A hardness (ASTM D2240): 60

Stage - V:Providing screed concrete of minimum M15 grade shall be laid to slope as per roof layout

ensuring drainage of surface water, average thickness of the screed shall be 75mm by admixing

Conplast WL Xtra @200ML per bag of cement or Mapeplast Super or equivalent product from

Fosroc/Pidilite/MYK/Mapei.

Stage - VI:Primer Application:Primer Application: Nitoproof WB Primer or Aquaflex Roof HR IN self Priming

equivalent product from Pidilite/MYK/Mapei. It is supplied in prepack system. This has to dilute with water

in the ratio of 1:1 / 1:2 as per site condition (1 part of WB/HR Primer and 2 parts of water). The mixed

material is applied on the prepared concrete surface by using a suitable brush or sprayer or by roller. This

will allow to seal the pores in the concrete and improves the adhesion property for liquid applied

Providing and applying one-component, flexible,UV resistant, colour stable, acrylic modified

polyurethane hybrid elastomeric coating system Brushbond Roofguard Premium of fosroc or Aquaflex

Roof HR IN of Mapei equivalent product from Pidilite/MYK/Mapei should be applied to achieve a

minimum thickness of 1mm DFT in 3 coats on properly prepared surface and can be used as heat

reflective waterproofing coating for roof and terraces and also can be used as under tile waterproofing

coating for wet areas. The product shall exhibit the following properties

1) Solids by volume: 50%;

2) Tensile strength (ASTM D412): >2 MPa;

3) Elongation (ASTM D412): 300%;

4) Tear strength (ASTM D624): 13 N/mm;

5) Adhesion to substrate with Primer (ASTM D4541): 2 MPa, concrete failure;

6) Crack bridging, static/dynamic (ASTM C836);

7) UV resistance/colour stability: 1000 hrs QUV-A (ASTM D4587) - Pass;

8) Solar Reflective Index: >10

Note : 1.Treated area will be measured for the waterproofing payment. 2. Contractor to provide a

minimum gurantee for 10 years for complete waterproofing system.

3.Screed Concrete will be measured & paid in relevant item.

5.02 22.26 Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick in linear metre

(expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls,

water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the

surface, one coat of required primer for swellable water stop tape shall

be applied throughout the length of the joint @3.78 litre per 240 running metre. Over the primed surface Mtr 360

swellable type water stop tape shall be placed. 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.

5.03 NDSR-5.2 Waterproofing of Sunken Areas ;

Stage - I: Surface Preparation:

Existing screed / plastering Substrate will be made clean, dry, smooth, and free of contaminants such as

grease, coal tar and oil-based products remove without traces. All sharp edges, fins and rough surfaces

that could damage the WP coating will be removed and grinded with mechanical grinding machine.

Stage - II:Bore Packing:

For Overflow Pipes Preparing the inside surface of core and PVC /MS Pipe by roughening using suitable

Sandpaper to get better adhesion prior to packing works. Cleaning the surface by wire brushing followed

water jet to remove any laitance or loose flaky particles.Providing necessary formwork for packing the

bore using suitable arrangement (depending upon site conditions). Applying a coat of styrene-

butadiene based polymer coating using Nitobond SBR or Planicrete SBR equivalent product from

Pidilite/MYK/Mapei to enhance adhesion between the packing material and other surfaces. Packing the

gap using non shrink cement polymer-based grout using Conbextra GP2 or MAPEFILL GP IN or equivalent

product from Pidilite/MYK/Mapei the surface of the bore whilst the Nitobond SBR/ Planicrete SBR is in

tacky state. Typical Properties, Compressive strength at 3days as per BS 1881--24N/mm2, Bond strength

at 7 day -7N/mm2, Complete as per manufacturer instructions.

Stage - III:Coving:

Providing and Appling at the junction of slab and vertical offsets with Cement Mortar 1:4 and admixed

with Nitobond SBR/ Planicrete SBR at dosage of 1.0 L per 50kg cement wherever necessary or equivalent

product from Pidilite/MYK/Mapei.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

Stage - IV:Injection Grouting & Crack filling:

Providing Chemical injection treatment in the form of pressure grouting to the cold joint /Construction

joint /chase open all cracks by "V" groove filling the groove with Renderoc CS or EPOJET LV 40 IN

equivalent product from Pidilite/MYK/Mapei followed by injecting cement slurry mixed with grout

admixture Cebex 100 @ 225 gms / per bag of cement or equivalent product from Pidilite/MYK/Mapei in

the required consistency through the pre fixed PVC nozzles in the 18 mm dia holes, fixing of PVC nozzles

with Renderoc Plug and final cutting the projected nozzles and sealing off the PVC nozzles or by the

Epoxy Grout using Conbextra EP10 or equivalent product from Pidilite/MYK/Mapei after the injection

operation is over with Renderoc plug or Mapegrout T-40, non-shrink rapid setting mortar compound,

finishing, curing etc. as per manufacturers specification and as directed.

Stage - V:Waterproofing System:

Supply and application of Brushbond Ultraflex or Mapelastic Smart or equivalent product from

Pidilite/MYK/Mapei, two-component, high flexible, elastic cementitious mortar made from cementitious

binders, fine-grained selected aggregates, special admixtures and synthetic polymers in water

dispersionto be applied @ 2mm thickness (in 2 coats) on the surface prepared for waterproofing to be

carried out till 300 mm above floor finish levels on vertical surfaces. The application of the product shall

be carried out after the thorough preparation of the surface which includes cleaning, crack treatment,

corner joint treatment, and grouting.

Stage - VI:Protective plaster 18 mm thick in cement mortar 1:3 by admixing Conplast WL Xtra @200ML

per bag of cement or Mapeplast Super equivalent product from Pidilite/MYK/Mapei.

Stage - VII:Screed :

Providing screed concrete of minimum M15 grade shall be laid to slope as per roof layout ensuring

drainage of surface water, average thickness of the screed shall be 75mm by admixing Conplast WL

Xtra @200ML per bag of cement or Mapeplast Super equivalent product from Pidilite/MYK/Mapei. Sqm 3670

Note : 1.Treated area will be measured for the waterproofing payment. 2. Contractor to provide a

minimum gurantee for 10 years for complete waterproofing system.

3.Screed Concrete will be measured & paid in relevant item.

5.04 NDSR-5.3 Waterproofing for OHT walls & Floors :

Surface Preparation:

Existing screed / plastering shall be removed mechanically to expose the mother concrete slab.

Concrete Substrate surface will be made clean, dry, smooth, and free of contaminants such as grease,

coal tar and oil-based products remove without traces. All sharp edges, fins and rough surfacesthat

could damage the membrane will be removed.Existing screed / plastering shall be removed

mechanically to expose the mother concrete slab. Concrete Substrate surface will be made clean, dry,

smooth, and free of contaminants such as grease, coal tar and oil-based products remove without

traces. All sharp edges, fins and rough surfacesthat could damage the membrane will be removed.

Acrylic Cementitious Waterproofing System:

Pressure Grouting: Carrying out the pressure grouting operation by drilling the 14 mm dia holes and fixing

the 10 mm dia nozzles using fast setting cement Renderoc plug with spacing of 500 mm c/c along the

Crack Treatment & Honeycomb Areas wherever leakages are noticed in pre ponding test. After 12 hours

injecting neat cement slurry mixing up with expansive additive Cebex 100.

Providing champers/Covings:At all right angles using polymer modified mortar of 45mm x 45mm size

made up of 1:4CM admixed with Conplast WL Xtra @125ml/bag of cement or Mapeplast Super

equivalent product from MYK/Pidilite/Mapei. Prior to make coving apply one coat of Nitobond SBR Latex

or Planicrete SBR as per the manufacturer’s Specification.

Crack Repairing: Any cracks greater than 1 mm shall be cut open to form a V-groove of 6mm width & 12

mm depth and the same shall be treated with Conbextra GP 2, or Mapefill GP IN plastic shrinkage

compensated, high flow, high strength cementitious grout.

Waterproofing Coat Application: Supply and application of Brushbond Ultraflex or Mapelastic Smart or

equivalent product from Pidilite/MYK/Mapei, two-component, high flexible, elastic cementitious mortar

made from cementitious binders, fine-grained selected aggregates, special admixtures and synthetic

polymers in water dispersionto be applied @ 2mm thickness (in 2 coats) on the surface prepared for

waterproofing to be carried out till 300 mm above floor finish levels on vertical surfaces. The application

of the product shall be carried out after the thorough preparation of the surface which includes

cleaning, crack treatment, corner joint treatment, and grouting. Sqm 1279

Protective plaster:

Protective plaster 18 mm thick in cement mortar 1:3 by admixing Conplast WL Xtra @200ML per bag of

cement or Mapeplast Super equivalent product from Pidilite/MYK/Mapei.

Note : 1.Treated area will be measured for the waterproofing payment. 2. Contractor to provide a

minimum gurantee for 10 years for complete waterproofing system.

3.Screed Concrete will be measured & paid in relevant item.

5.05 NDSR-5.4 Providing and laying broken brick bats / broken AAC block pieces (density approx. 550-650 kg/m³ in

case of AAC) of nominal size 25 mm to 65 mm or as approved, in the sunken portion of toilets /

bathrooms / wet areas etc, in layers not exceeding 150 mm, set in cement mortar of mix 1:4 (1 cement :

4 coarse sand) to required slope and level, finishing the top surface smooth and compact at all levels, Cum 792

including cleaning, watering, curing, labour, materials, tools & tackles complete as per drawings &

direction of Engineer-in-Charge.

Sub-total ; Waterproofing

6 MASONRY WORKS

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

6.01 6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick

with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in 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 Cum 1777

payment of RCC band and reinforcement shall be made for seperately).

6.02 6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with

Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above

plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes Cum 1

providing and placing in position 2 Nos 6 mm dia M.S.

bars at every third course of masonry work.

6.03 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 1181

6.04 26.71 Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm

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

level up to floor V level:

26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 4229

Sub-total ; Masonry works

7 PLASTERING WORKS

7.01 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse

sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with Sqm 11275

7.02 13.1.1 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

7.03 13.16.1 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)

7.04 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

Sub-total ; Plastering works

8 STRUCTURAL STEEL & RAILING WORKS

8.01 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including

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

8.02 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using structural steel etc. as required

8.021 10.25.1 In stringers, treads, landings etc. of stair cases, including use

of chequered plate wherever required, all complete

8.022 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works

8.023 DR 02 Extra for Powder coating minimum 50 microns In gratings, frames, guard bar, ladder, railings,

brackets,gates and similar works

8.03 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or

round bars etc. including priming coatwith approved steel primer all complete

8.031 9.48.1 Fixed to windows by welding Kg 420

8.032 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc Kg 67725

Sub-total ; Structural steel & Railing

9 FLOORING WORKS

9.01 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

11.41A.1.1 Size of Tile 600 x 600 mm Sqm 12675

9.02 11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and

shades, laid on 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., Sqm 40

Size of Tile 600x600 mm

9.03 11.48.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic

coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting

and finishing complete as per direction of Engineer-in-charge.

Size of Tile 600x600 mm

9.04 11.55.1 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well

as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick

stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and

jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all Sqm 529

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

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

Brown, Cat Eye or equivalent

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

9.05 11.56.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as

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

slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed

with cement slurry and pointing with white Sqm 1087

cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all

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

Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent

9.05 8.2.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine

cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,

approved shade, 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 0

rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

Granite stone slab of colour black, Cherry/Ruby red

9.051 8.2.2.1 Area of slab upto 0.50 sqm Sqm 799

9.052 8.2.2.2 Area of slab over 0.50 sqm. Sqm 413

9.06 DR 02 Extra for pre finished nosing to treads of steps/Coping of Granite,complete as per drawing and directed

by Engineer incharge.

9.07 NDSR-06 Extra for providing grooves in granite treads/Coping ( grooves as per drawing) complete as directed by

Engineer incharge.

9.08 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory,

Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with Sqm 495

grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment

etc., complete.

9.09 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified

by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of

any size as 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 Sqm 11869

sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed

with pigment of matching shade complete

9.10 11.46.2 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 (1 cement: 3 coarse sand), jointing with Sqm 992

grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments

etc. complete.Size of Tile 600x600 mm

9.11 NDSR-7 Grouting the joints of wall tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic

coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting

and finishing complete as per direction of Engineer-in-charge.

Size of Tile 600x600 mm

9.12 NDSR-8 Supply and fixing 18mm thick granite Stone for Lift Cladding side jambs as per drawing laid with laticrete

325 paste or equivalent approved make including making moulding at the edges of stones where ever

required as per design & drawing, chamfering the edges & making grooves as per drawing, pointing the

grooves with white cement with matching pigment of approved make, making drip course where ever

required, edge polishing, scaffolding, curing etc. with all leads & lifts at all levels complete. As per Design Sqm 380

Drawings / Technical Specifications BIS standard codes, as directed by Architect/Engineer Incharge.

Note : Wastages shall not be paid extra.

9.13 NDSR-9 Supplying and installing urinal partitions of model no (Ref :1810-UC / 1110UC) or equivalent, made of

curved shaped frosted glass panels with chrome finish hardware. The partitions shall be manufactured

from minmum 8mm thick (as per drawings) frosted glass, providing privacy between urinals. The partition

dimensions as per drawings. The installation shall include all necessary chrome-finished fixtures and Each 33

supports, lead, lift, materia, equipments complete as directed by the Engineer-in-charge.

9.14 11.26.1 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry

mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base

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

9.15 NDSR-10 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry

mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base

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

9.16 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick

cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to

match the shade of the slabs, including rubbing and polishing complete. Sqm 361

9.17 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Rmt 1127

9.18 NDSR-11 Extra for providing grooves in KOTA STONE treads/Coping ( grooves as per drawing) complete as

directed by Engineer incharge.

9.19 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer

12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate,

6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per Sqm 253

manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps

etc. complete..

9.2 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished

with a floating coat of neat cement. Sqm 38

Sub-total ; Flooring works

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

10 PAINTING WORKS

10.01 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 70206

10.02 13.83.2 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying

additional coats wherever required to achieve even shade and colour.

10.03 13.46.1 Finishing walls with weather proof Acrylic Smooth exterior paint of required shade : New work (Two or

more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Sqm 19396

10.04 13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile

Organic Compound ) content.With water thinnable cement primer having VOC content less than 50 Sqm 54132

10.05 13.48A.1 Finishing walls with 100% Premium acrylic emulsion paint having VOC lessthan 50 gm/litre and UV

resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade

(Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 Sqm 2906

sqm. Over and including priming coat of primer applied @ 0.90 litre/10 sqm.

10.06 13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two

or more coats on new work

Sub-total ; Painting works

11 DOORS & WINDOWS

11.01 NDSR-12 Providing and fixing of Hollow metal Un insulated 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 in unlatched condition as per IS/ISO 3008-1 from Exova/TBW/CBRI approved lab. ISI

marked fire doors shall be with similar 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 of size 125 x 55mm (minimum) - Single Rebate of grooved profile made

out of minimum 1.60mm (16gauge) 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. Groove

seal should be EPDM fire rated. After installation of frame, it should be grouted with fire rated puff.

Door leaf shall be minimum 46mm thick fully flush door, with or without vision lite. Door leaf shall be

manufactured from minimum 1.2mm (18guage) 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. Vision lite wherever

applicable shall be maximum 200 x 300mm (or max 0.06sq.mt) with clear borosilicate fire rated glass of

5mm. Glass shall be fixed with suitable gasket and with clip-on / beading arrangement.

All doors and frames shall be finished Pure Polyster Powder coated and shall have passed minimum 500

hours of salt spray test.

Rate shall include supply and installation of frame,shutter,vision panel if any and hardware as a

complete assembly as per elevation drawings.

11.011 NDSR-12.1 FD21A Door size 1200x 2100 single leaf including frame, shutter, vision panel 200x300mm of 5mm clear

fire rated glass and hardware 3nos Ball bearing butt hinge, SS 304 of size 101 x 75 x 3mm with screws in

SSS, Fire rated mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl., 5pin both side key,

Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type pull handle back to Nos. 34

back fixing of 22mm dia and length 300mm, die casted std arm fire rated surface door closer with EN 3-4

as complete assembly.

11.012 NDSR-12.2 FD21B Door size 1200x 2100 (Cill Height - 400mm) single leaf including four side frame, shutter, vision

panel 200x300mm of 5mm clear fire rated glass and hardware 3nos Ball bearing butt hinge, SS 304 of size

101 x 75 x 3mm with screws in SSS, Fire rated mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl.,

5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type pull Nos. 6

handle back to back fixing of 22mm dia and length 300mm, concealed door bottom, die casted std

arm fire rated surface door closer with EN 3-4 as complete assembly.

11.013 NDSR-12.3 FD21C Door size 1200x 2700 single leaf including frame, shutter, vision panel 200x300mm of 5mm clear

fire rated glass and hardware 5nos Ball bearing butt hinge, SS 304 of size 101 x 75 x 3mm with screws in

SSS, Fire rated mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl., 5pin both side key,

Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type pull handle back to Nos. 1

back fixing of 22mm dia and length 300mm, die casted std arm fire rated surface door closer with EN 3-4

as complete assembly.

11.014 NDSR-12.4 FD21D Door size 1200x 2400 single leaf including frame, shutter, vision panel 200x300mm of 5mm clear

fire rated glass and hardware 4nos Ball bearing butt hinge, SS 304 of size 101 x 75 x 3mm with screws in

SSS, Fire rated mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl., 5pin both side key,

Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type pull handle back to Nos. 3

back fixing of 22mm dia and length 300mm, die casted std arm fire rated surface door closer with EN 3-4

as complete assembly.

11.02 NDSR-13 Providing and fixing of Hollow metal insulated fire rated doors as per IS 3614: 2021, for 120min integrity &

30min insulation. Pressed galvanized steel confirming to IS 277 with the following specification.

Recommended fire door shall be tested to as per IS 17518 (Part 1) : 2022 / ISO 3008-1: 2019 from

CBRI/TBW/Exova lab and manufactured in ISO 9001: 2015 certified company for quality management. ISI

labled fire door 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.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

Door frame shall be step rebate grooved profile of size 125 x 75mm made out of 1.60mm (16gauge)

minimum thick galvanized steel sheet. Frames shall be mitered and field assembled with self tabs.

Frames to have inbuild grooved sealing system for taking fire rated EPDM seals. 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. Frames

shall be filled with fire rated puff.

Door leaf shall be minimum 60mm thick fully flush double skin step design door, insulated with or without

vision lite. Door leaf shall be manufactured from 1.2mm (18guage) 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 120kg high density mineral wool insulation material. Intumescent

seals 15 x 1.5mm to be provided. 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 shall be maximum 200

x 300mm (or max 0.06sq.mt) with clear borosilicate fire rated glass of 5mm. Glass shall be fixed with

suitable gasket and with clip-on / beading arrangement.

All doors and frames shall be finished Pure Polyster Powder coated and shall have passed minimum 500

hours of salt spray test.

Rate shall include supply and installation of frame,shutter,vision panel if any and hardware as a

complete assembly as per elevation drawings.

11.021 NDSR-13.1 FD9A Door size 1500x 2100 double leaf including frame, shutter, vision panel 200x300mm of 5mm clear

fire rated glass and hardware 3nos Ball bearing butt hinge of SS 304 of size 101 x 75 x 3mm with screws in

SSS on on both shutters, Fire rated Single point surface panic latch, Fire rated Two point surface panic

bolt, as per EN1125 with strike plate Silver finish as per EN1125, Silver finish, External lever handle, with half Nos. 24

cylinder, Silver Finish, die casted std arm fire rated surface door closer on both shutters with EN 3-5, door

coordinator, concealed automatic door bottom as complete assembly. as complete assembly.

11.022 NDSR-13.2 FD9B Door size 1500x 2100 (Cill Height - 400mm) double leaf including four side frame, shutter, vision

panel 200x300mm of 5mm clear fire rated glass and hardware 3nos Ball bearing butt hinge of SS 304 of

size 101 x 75 x 3mm with screws in SSS on on both shutters, Fire rated Single point surface panic latch, Fire

rated Two point surface panic bolt, as per EN1125 with strike plate Silver finish as per EN1125, Silver finish,

External lever handle, with half cylinder, Silver Finish, die casted std arm fire rated surface door closer on Nos. 4

both shutters with EN 3-5, door coordinator, concealed automatic door bottom as complete assembly.

as complete assembly.

11.023 NDSR-13.3 FD9C Door size 1500x 2400 double leaf including frame, shutter, vision panel 200x300mm of 5mm clear

fire rated glass and hardware 4nos Ball bearing butt hinge of SS 304 of size 101 x 75 x 3mm with screws in

SSS on on both shutters, Fire rated Single point surface panic latch, Fire rated Two point surface panic

bolt, as per EN1125 with strike plate Silver finish as per EN1125, Silver finish, External lever handle, with half Nos. 4

cylinder, Silver Finish, die casted std arm fire rated surface door closer on both shutters with EN 3-5, door

coordinator, concealed automatic door bottom as complete assembly. as complete assembly.

11.024 NDSR-13.4 FD9D Door size 1200x 2100 single leaf including frame, shutter, vision panel 200x300mm of 5mm clear fire

rated glass and hardware 3nos Ball bearing butt hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS,

Fire rated Single point surface panic latch, as per EN1125, Silver finish, External lever handle,with half Nos. 0

cylinder, Silver Finish, die casted std arm fire rated surface door closer with EN 3-5, concealed automatic

door bottom as complete assembly.

11.025 NDSR-13.5 FD9E Door size 1200x 2100 (Cill Height - 400mm) single leaf including four side frame, shutter, vision panel

200x300mm of 5mm clear fire rated glass and hardware 3nos Ball bearing butt hinge, SS 304 of size 101 x

75 x 3mm with screws in SSS, Fire rated Single point surface panic latch, as per EN1125, Silver finish,

External lever handle,with half cylinder, Silver Finish, die casted std arm fire rated surface door closer with Nos. 0

EN 3-5, concealed automatic door bottom as complete assembly.

11.026 NDSR-13.6 FD9G Door size 1500x 2700 double leaf including frame, shutter, vision panel 200x300mm of 5mm clear

fire rated glass and hardware 5nos Ball bearing butt hinge of SS 304 of size 101 x 75 x 3mm with screws in

SSS on on both shutters, Fire rated Single point surface panic latch, Fire rated Two point surface panic

bolt, as per EN1125 with strike plate Silver finish as per EN1125, Silver finish, External lever handle, with half Nos. 1

cylinder, Silver Finish, die casted std arm fire rated surface door closer on both shutters with EN 3-5, door

coordinator, concealed automatic door bottom as complete assembly. as complete assembly.

11.03 NDSR-14 Providing and fixing of Standard duty Hollow metal doors as per IS 4351 for frame and IS 16074 for Shutter

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 assembly.

Door frame shall be single rebate of size 125 x 55mm (minimum) - Single Rebate of grooved profile made

out of minimum 1.60mm (16gauge) 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. Groove

seal should be PVC non -fire rated. The perimeter gaps along the frame shall be filled with sealant on

both sides. Grouting is not required in the frames.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

Door leaf shall be minimum 46mm thick fully flush door, with or without vision lite. Door leaf shall be

manufactured from minimum 1.2mm (18guage) 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

5mm clear toughened glass with suitable gaskets as per manufacturers recommendation with a clipon/

beeding arrangement as applicable.

All doors and frames shall be finished Pure Polyster Powder coated and shall have passed minimum 500

hours of salt spray test.

Rate shall include supply and installation of frame,shutter,vision panel if any and hardware as a

complete assembly as per elevation drawings.

11.031 NDSR-14.1 D24G - Hostel Room

Door code of D24G of Door Size 1000 x 2100 including frame, shutter, and hardware of 3 nos Ball bearing

butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm (Four Keys + master key), SNP Nos. 304

with Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, eye viewer, aluminium hold open arm surface door closer with EN3 as complete assembly.

11.032 NDSR-14.2 D24G - Guest / Suite Room

Door code of D24G of Door Size 1000 x 2100 including frame, shutter, and hardware of 3 nos Ball bearing

butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm (Four Keys + master key), SNP Nos. 52

with Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, eye viewer, SS Tower bolt - 300mm, aluminium hold open arm surface door closer with EN3 as

complete assembly.

11.033 NDSR-14.3 D24A - Lounge Room

Door code of D24G of Door Size 1000 x 2100 including frame, shutter, and hardware of 3 nos Ball bearing

butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length Nos. 4

300mm, Vision lite shall be 150 x 450mm single glazed clear glass of 6mm, aluminium hold open arm

surface door closer with EN3 as complete assembly.

11.034 NDSR-14.4 D24F - Pantry

Door code of D24F of Door Size 800 x 2100 including frame, shutter, and hardware of 3 nos Ball bearing

butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length Nos. 4

300mm, Vision lite shall be 150 x 450mm single glazed clear glass of 6mm, GI Louvers 400mm (W) x

300mm (H), aluminium hold open arm surface door closer with EN3 as complete assembly.

11.035 NDSR-14.5 D10F - Laundromat Room

Door code of D10A of Door Size 1000 x 2100 including frame, shutter, and hardware of 3 nos Ball bearing

butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin both side key Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS Nos. 1

304 D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 150 x

450mm single glazed clear glass of 6mm, aluminium hold open arm surface door closer with EN3 as

complete assembly.

11.036 NDSR-14.6 D24H - Differently abled Room

Door code of D24H of Door Size 1100 x 2100 including frame, shutter, and hardware of 3 nos Ball bearing

butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 10

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, eye viewer, aluminium hold open arm surface door closer with EN3 as complete assembly.

11.037 NDSR-14.7 D19A - Differently abled room Toilet door

Door code D19A of Door size 1100x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 6

Escutcheons in SSS, set of SSS 304 D type pull handle back to back fixing of 22mm dia and length 600mm

as complete assembly.

11.038 NDSR-14.8 D19B - Differently abled room Toilet door

Door code D19B of Door size 1100x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 2

Escutcheons in SSS, set of SSS 304 D type pull handle back to back fixing of 22mm dia and length 600mm

as complete assembly.

11.039 NDSR-14.9 D20A - Toilet

Door code D20A of Door size 800x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 52

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, aluminium hold open arm surface door closer with EN3 as complete assembly. as complete

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

11.040 NDSR-14.10 D10A - Powder Room Door

Door code D10A of Door size 1000x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 1

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, GI Louvers 500mm (W) x 300mm (H), aluminium hold open arm surface door closer with EN3 as

complete assembly.

11.041 NDSR-14.11 D13A - Janitor room

Door code D13A Door size 900x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 24

D type pull handle back to back fixing of 22mm dia and length 300mm, GI Louvers 400mm (W) x 300mm

(H), aluminium hold open arm surface door closer with EN3 as complete assembly.

11.042 NDSR-14.12 D13B - Janitor room

Door code D13A Door size 800x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 4

D type pull handle back to back fixing of 22mm dia and length 300mm, GI Louvers 500mm (W) x 300mm

(H), aluminium hold open arm surface door closer with EN3 as complete assembly.

11.043 NDSR-14.13 D24B - Store Room / Changing room

Door code D24B of Door size 900x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 8

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 150 x 450mm

single glazed clear glass of 6mm, aluminium hold open arm surface door closer with EN3 as complete

11.044 NDSR-14.14 D24D - Kitchen

Door code D24D of Door size 1200x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 4

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 150 x 450mm

single glazed clear glass of 6mm, aluminium hold open arm surface door closer with EN3 as complete

11.045 NDSR-14.15 D24E - Kitchen

Door code D24E of Door size 1000x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 6

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 150 x 450mm

single glazed clear glass of 6mm, aluminium hold open arm surface door closer with EN3 as complete

11.046 NDSR-14.16 D24J - LOCKER ROOM

Door code D24J of Door size 1200x 2400 including frame, shutter, and hardware 5 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 1

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 150 x 450mm

single glazed clear glass of 6mm, aluminium hold open arm surface door closer with EN3 as complete

11.047 NDSR-14.17 D18A - KITCHEN

Door code D18A of Door size 1200x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 6

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 150 x 450mm

single glazed clear glass of 6mm, aluminium hold open arm surface door closer with EN3 as complete

11.048 NDSR-14.18 D18B - GARBAGE EXIT

Door code D18B of Door size 1200x 2700 including frame, shutter, and hardware 5 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side thumb turn and one side key, Length=65mm with master key, SNP with Nos. 1

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, Vision lite shall be 150 x 450mm single glazed clear glass of 6mm, aluminium hold open arm

surface door closer with EN3 as complete assembly.

11.049 NDSR-14.19 D10D - TOILET DOOR

Door code D10D of Door size 1200x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 24

D type pull handle back to back fixing of 22mm dia and length 300mm, GI Louvers 500mm (W) x 300mm

(H), aluminium hold open arm surface door closer with EN3 as complete assembly.

11.050 NDSR-14.20 D10B - TOILET DOOR - 2

Door code D10B of Door size 900x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 20

D type pull handle back to back fixing of 22mm dia and length 300mm, GI Louvers 500mm (W) x 300mm

(H), aluminium hold open arm surface door closer with EN3 as complete assembly.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

11.051 NDSR-14.21 D5A - FHC

Door code D5A of Door size 900x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 Nos. 30

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 500 x 1700mm

single glazed toughened glass of 6mm, aluminium hold open arm surface door closer with EN3 as

complete assembly.

11.052 NDSR-14.22 D5B - FHC (With Cill height 400)

Door code D5B of Door size 900x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304

D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be 500 x 1700mm Nos. 6

single glazed toughened glass of 6mm, concealed door bottom, aluminium hold open arm surface door

closer with EN3 as complete assembly.

11.053 NDSR-14.23 D5C - FHC

Door code D5A of Door size 900x 2400 including four side frame, shutter, and hardware 4 nos Ball

bearing butt hinges, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm

sq. fore end, SSS, EP Cyl., 5pin both side key, Length=65mm with master key, SNP with Escutcheons in SSS. Nos. 12

set of SSS 304 D type pull handle back to back fixing of 22mm dia and length 300mm, Vision lite shall be

500 x 2000mm single glazed toughened glass of 6mm, aluminium hold open arm surface door closer with

EN3 as complete assembly.

11.054 NDSR-14.24 D13C - RO Room Door

Door code of D13C of Door Size 1200 x 2100 (Cill Height - 400mm) including four side frame, shutter, and

hardware of 3 nos Ball bearing butt hinge SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead

lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl., 5pin both side key Length=65mm with master key, SNP

with Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length Nos. 2

300mm, Vision lite shall be 150 x 450mm single glazed clear glass of 6mm, concealed door bottom,

aluminium hold open arm surface door closer with EN3 as complete assembly.

11.055 NDSR-14.25 D13C - RO Room Door

Door code of D13C of Door Size 1500 x 2100 (Cill Height - 400mm)including frame, Two equal shutters,

and hardware of 3 nos Ball bearing butt hinge on each shutter SS 304 of size 101 x 75 x 3mm with screws

in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl., 5pin both side key Length=65mm

with master key, SNP with Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of Nos. 1

22mm dia and length 300mm, SS Tower bolt - 300mm at the top and bottom on inactive shutter, GI

Louvers 300mm (W) x 1700mm (H) on each shutter, concealed door bottom, aluminium hold open arm

surface door closer with EN3 as complete assembly.

11.056 NDSR-14.26 SD7A - Electrical Shaft

Door code SD7A of Door size 800x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, allen key, set of SSS 304 D type pull handle back to Nos. 16

back fixing of 22mm dia and length 300mm, GI Louvers 400mm (W) x 300mm (H), aluminium hold open

arm surface door closer with EN3 as complete assembly.

11.057 NDSR-14.27 SD7B - Electrical Shaft

Door code SD7B of Door size 800x 2100 including frame, shutter, and hardware 3 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, allen key, set of SSS 304 D type pull handle back to Nos. 4

back fixing of 22mm dia and length 300mm, GI Louvers 400mm (W) x 300mm (H), aluminium hold open

arm surface door closer with EN3 as complete assembly.

11.058 NDSR-14.28 SD7C - Electrical Shaft (Cill Height - 400mm)

Door code SD7C of Door size 800x 2100 including four side frame, shutter, and hardware 3 nos Ball

bearing butt hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, allen key, set of SSS 304 D type pull

handle back to back fixing of 22mm dia and length 300mm, GI Louvers 400mm (W) x 300mm (H), Nos. 1

concealed door bottom, aluminium hold open arm surface door closer with EN3 as complete assembly.

11.059 NDSR-14.29 SD7D PLUMBING SHAFT

Door code of D2hB ot’ Door size 630 x 2100 including frame, shutter and hardware of 3 nos Ball

bearing butt hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice shaft dead lock

with Allen Key, bet of SSS 304 Flush pull handle as complete assembly.

11.060 NDSR-14.30 SD7E Plumbing Shaft

Door code of SD7E of Door Size 600 × 2100 including frame, shutter and hardware of 3 nos Ball bearing

butt hinge, SS 304 of size 101 × 75 × 3mm with screws in SS8, Mortice shaft dead lock with Allen Key Set of

SS8 304 Flush pull handle as complete assembly

D28B Corridor Door

Door code of D28B of Door Size 1600×2400 including frame, shutter and hardware of 8 nos Ball bearing

butt hinge, SS 304 of size 101×75×3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin both side key Length=70mm with master key, SNP with Escutcheons in SSS. set of SSS Nos. 8

304 D type pull handle back to back fixing of 22mm dia and length 300mm, Glass of size 525mm (W)

×1900mm (H) on each shutter, aluminium hold open arm surface door closer with EN3 as complete

11.062 NDSR-14.32 D13D RO Room Door

Door code of D13D of Door Size 1500 × 2100 including frame, shutter and hardware of 6 nos Ball bearing

butt hinge, SS 304 of size 101 × 75 × 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Half Cyl., Length = 42mm with master key, SNP with Escutcheons in SSS, set of SSS 304 D type Nos. 1

pull handle back to back fixing of 22mm dia and length 300mm, Louvers of size 400 × 1500 on both

shutters, aluminium hold open arm surface door closer with EN3 as complete assembly

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

11.063 NDSR-14.33 D26B STP, ESS

Door code of D26B of Door Size 2100×2400 including frame, shutter and hardware of 8 nos Ball bearing

butt hinge, SS 304 of size 101×75×3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Half Cyl., Length=42mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type Nos. 3

pull handle back to back fixing of 22mm dia and length 300mm, aluminium hold open arm surface door

closer with EN3 as complete assembly

11.064 NDSR-14.34 D10C - Powder Room Door / TOILET

Door code D10C of Door size 1000x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 8

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, GI Louvers 500mm (W) x 300mm (H), aluminium hold open arm surface door closer with EN3 as

complete assembly.

11.065 NDSR-14.35 D10E - Powder Room Door

Door code D10E of Door size 800x 2400 including frame, shutter, and hardware 4 nos Ball bearing butt

hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end,

SSS, EP Cyl., 5pin one side key and one side thumb turn Length=65mm with master key, SNP with Nos. 2

Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm dia and length

300mm, GI Louvers 400mm (W) x 300mm (H), aluminium hold open arm surface door closer with EN3 as

complete assembly.

11.066 NDSR-14.36 D26A - AHU Room

Door code of D26A of Door Size 1500 x 2400 including frame, Two SHUTERS OF UNEQUAL SIZE shutters, and

hardware of 4 nos Ball bearing butt hinge on each shutter SS 304 of size 101 x 75 x 3mm with screws in SSS,

Mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP Cyl., 5pin both side key Length=65mm with

master key, SNP with Escutcheons in SSS. set of SSS 304 D type pull handle back to back fixing of 22mm Nos. 4

dia and length 300mm, Flush door bolt - on inactive shutter, GI Louvers 300mm (W) x 1700mm (H) on

each shutter, aluminium hold open arm surface door closer with EN3 as complete assembly.

11.067 NDSR-14.37 D28A - Entrance Door

Door code of D28A of Door Size 1500 x 2400 including frame, Two unequal shutters i.e., 1000mm active

shutter & remaining is inactive shutter, and hardware of 4 nos Ball bearing butt hinge on each shutter SS

304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP

Cyl., 5pin both side key Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type Nos. 3

pull handle back to back fixing of 22mm dia and length 300mm, Flush door bolt - on inactive shutter,

Vision lite shall be 600 x 2000mm single glazed toughened glass of 6mm on active shutter, aluminium

hold open arm surface door closer with EN3 as complete assembly.

11.068 NDSR-14.38 GR1/H - AHU Room

Door code of GR1/H of Door Size 1800 x 2100 including frame, Two unequal shutters i.e., 1000mm active

shutter & remaining is inactive shutter, and hardware of 3 nos Ball bearing butt hinge on each shutter, SS

304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore end, SSS, EP

Cyl., 5pin both side key Length=65mm with master key, SNP with Escutcheons in SSS. set of SSS 304 D type Nos. 4

pull handle back to back fixing of 22mm dia and length 300mm, Flush door bolt - on inactive shutter, GI

Louvers 600mm (W) x 1700mm (H) on each shutter, aluminium hold open arm surface door closer with

EN3 as complete assembly.

11.069 NDSR-14.39 GR1/J - Cloth Drying area, Corridor entry

Door code of GR1/J of Door Size 1200 x 2100 including frame, shutter and hardware of 3 nos Ball bearing

butt hinge, SS 304 of size 101 x 75 x 3mm with screws in SSS, Mortice dead lock, 55mm BS/20mm sq. fore

end, SSS, EP Cyl., 5pin both side key Length=70mm with master key, SNP with Escutcheons in SSS. set of SSS Nos. 24

304 D type pull handle back to back fixing of 22mm dia and length 300mm, GI Louvers 800mm (W) x

1700mm (H) on each shutter, aluminium hold open arm surface door closer with EN3 as complete

11.04 9.14 Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x

55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with

plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of

Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm Rmt 385

long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor

dash fastners, all complete as per manufacturer’s specification and direction of Engineer-in-charge.

11.05 9.147 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC

multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having

minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles

conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel

section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads,

interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket,

hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching

polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers,

plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be

mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes

for fixing hardware 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 approved size and

quality, all complete as per approved drawing conforming to CPWD specification & direction of

Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per

design approved by Engineer-in-Charge.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance

coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.

Note:- Structural design proof checked from a Government

Engineering Institute, to be provided by the manufacturer for :

(i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3

(ii) Sites with structure height more than 20m for all wind speeds

11.051 9.147.A3.1 Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium

channel for roller track, wool pile, nylon rollers with SS 304 body.

Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 Sqm 595

mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder

coated touch locks with hook (Height upto 1.2 metre).

11.052 9.147.A4.1 Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel

for roller track, wool pile, nylon rollers with SS 304 body.

Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 Sqm 36

mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height

upto 1.2 metre).

11.06 9.147.E1 Casement window single panel with S.S. 304 friction hinges

as per size and weight of sash, multi-point locking system,

zinc alloy (zamak) powder coated handles.

11.061 9.147.E1.1 Using R2 series with frame (39 mm & above) x (39 mm & above) & sash (39 mm & above) x (60 mm &

above). (Height upto 1.2 metre)

11.062 9.147.E1.2 Using R3 series with frame (55 mm & above ) x (45 mm & above) & sash (55 mm & above) x (65 mm &

above). (Height upto 1.8 metre)

11.07 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 .

11.071 21.3.1 With float glass panes of 4.0 mm thickness (weight not less

11.072 21.3.2 With float glass panes of 5 mm thickness (weight not less

than 12.50 kg/sqm)

11.073 21.3.3 With float glass panes of 8 mm thickness (weight not less

than 20 kg/sqm)

11.08 NDSR-15 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 Sqm 899

engineer-in-charge With toughened glass of 6 mm thickness

11.09 9.12 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of

ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and

clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be

11.10 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and

manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring

type fixing arrangement and making necessary holes etc. for fixing required door fittings, all

complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid Sqm 429

11.11 21.10 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up

standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the

gaps at junctions, i.e. at top, bottom and sides

with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, 0

mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for

glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

11.111 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

11.12 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making

provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket 0

required (Fittings shall be paid for separately)

11.121 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

11.13 21.19 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/

Ceramic/ Gypsum work by providing weather/ structural non sag elastomeric PU sealant over backer

rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete,

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

11.131 21.19.3 Upto 20 mm depth and 20 mm width Rmt 1615

11.14 9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of

lever handles of approved quality with necessary screws etc. complete.

11.15 NDSR-16 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and

partition etc. with 30 mm thick (6mm+16mm+8mm)clear float glass both side, having 12 mm air gap,

including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and Sqm 719

secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.

11.16 10.29.2 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and

nuts & bolts complete.

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire

and 1.4 mm aperture on both sides

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

11.17 10.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked

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

designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push

and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire

springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 Sqm 54

and M.S. top cover of required thickness for rolling shutters.

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

11.18 10.8.1 Extra for providing mechanical device chain and crank operation for operating rolling shutters.

Exceeding 10.00 sqm and upto 16.80 sqm in the area Sqm 54

11.19 NDSR-17 Providing and fixing L-shaped modular toilet cubicles 2.1m high, made of 12 mm thick HPL compact

board with stainless steel (SS 304) fittings, adjustable legs, top rail, complete with doors, gravity hinges,

indicator bolts, coat hooks, and all accessories, including all labour, materials, and as per drawings, Each 18

manufacturer specifications and directions of Engineer-in-Charge.

11.20 NDSR-18 Supply, and fixing of factory-made toilet door including frame and shutter made of PVC/FRP/laminated

lightweight flush door ( thickness (as per drawing), water-resistant, termite-proof, and warp-free),

complete with all necessary stainless steel hardware (hinges, privacy latch, handle, tower bolt etc.),

properly fixed in RCC/masonry/partitions with holdfasts or approved anchors including all labour, Each 242

materials, and as per drawings, manufacturer specifications and directions of Engineer-in-Charge.

TOILET DOORS & ACCESSORIES

12 FALSE CEILING WORKS

12.01 12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light 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 galvanised steel sections (galvanising @ 120 grams per sqm including both

side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm

made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size

24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm

centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28

mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x600 mm panel to

from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated

steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450

mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick

densified edges calicum silicate ceiling tiles of approved texture 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 25x35x1.6 mm fixed to

ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel

level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’. Bottom exposed

with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per

specifications, drawings and as directed by Engineer-in-Charge.

Note :- Only calcium silicate false ceiling area will 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/mK. Sqm 2553

12.02 NDSR-19 Providing & Fixing horizontal level suspended ceiling of SS Clip-in Plain Tile 600x600mm ( Size) tiles

suitable for architectural finishes in 0.5mm comprising Nominal thickness as per in IS:513 (1994) in Brush

Finish with concealed suspension system having a beveled edge of 3x3mm and height of 33mm on one

side and 18mm on the other side. Tiles shall be flattened by precision leveler to minimize sag to less than

1/400mm. The tiles shall have double round pip of 2mm and 6mm for secure engagement and levelling

respectively, along with swing down feature and special tabs to allow removal of tile to enable plenum

access. Fire Performance of class 0/1 as per BS 476 Part 6 & 7 in module size of 600x600mm. The system

shall comprise of 3000mm long 'C' channels of 38H x 12W mm and 1mm thick spaced at 1200mm center

to center securely fixed to the structural soffit using threaded rod connecting to C-channel hanger of

109x18.5x16.5mm at 1200mm C/C and anchor fastener. The last hanger at the end of each C-channel

shall not be greater than 600mm from the adjacent wall. Use a C-channel connector of 99.5x35x 9mm

for splicing together two pieces of C-channels. 4000mm Clip-in bar of 16W x 40H mm and 0.6mm thick

made of galvanized steel of 140gsm as IS 277 (2003) and shall be spaced at 600mm center to center in

a direction perpendicular to the C-channels and secured at every intersection with C-channel using a

Clip-in bar hanger of 54x18x20mm. Use Clip-in bar connecter to splice two pieces of Clip-in bar. Tiles shall

be clipped in between two Clip-in bars from below. Optionally - Security clip to be installed to ensure the

panels are positively engaged with Clip-in bar channel. Installation shall be carried out as per

Manufacturer recommended procedure.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

12.03 12.45.1 Providing and fixing false ceiling at all heights including providing and fixing of frame work made of

special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both

side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges

of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener

12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed

with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to

which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each

having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I.

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

junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30

mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with

25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing

and finishing to a flush finish of tapered and square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both

sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification

and also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as per drawings, specification and direction of the

Engineer in Charge but excluding the cost of painting with : Sqm 492

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS

certification marks)

Sub-total ; False ceiling works

13 MISCELLANEOUS WORKS

13.01 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform,

vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar

taps etc. including moulding, rubbing and polishing of cut edges etc. complete

13.02 24.20 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure,

upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as

per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal &

vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase

system in the scaffolding for working platform etc. and maintaining it in a serviceable

condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it

thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building

etc, wherever required, if feasible, for inspection of work at required locations with essential safety

features for the workmen etc., complete as per directions and approval of Engineer-in-charge.

Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The

payment will be made once only for execution of all items for such works.

13.03 5.41.1 Supplying and applying pre tested and approved water based concrete curing compound to

concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge.

Non pigmented wet curing compound Sqm 10098

13.04 NDSR-20 Providing and anchoring in position high strength anchor bolts of grade 5.8 and specified dia and

standard lengths including necessary drilling up to 125mm depth (minimum), anchoring and grouting

with necessary equipments, etc., complete as per specifications of agency & drawings approved by

consultants (HILTI or equivalent)

13.041 NDSR-20.1 10mm dia Each 513

13.05 NDSR-21 Providing Fire stop mortar system Hilti CP 636 , with minimum 2 hours fire rating when tested in

accordance with IS 12458 & UL 1479/ASTM-E 814 standards which contains Hose Stream test, for

horizontal/vertical openings in floors or slabs after passing service lines like Metal Pipes & Electrical

penetrants. The mortar shall be a light weight cementitious product and shall carry test certificate in

accordance with IEC 60068-2-57:1999-11 (Environmental Testing) as per Part 2-57: Test for Vibration Time-

history method and VERTEQII for seismic zone 4. The product shall be age tested as per Dafstb and DIBT

standards. The product shall carry test certificate for mold resistance rating of 0 as determined by ASTM

G21-96. The system shall be UL listed & classified and product shall bear the UL and FM approval logo on

the packing. If none of UL test certificate comply with actual application, an EJ document prepared by

a qualified personnel and based on nearest third party tested & approved systems like UL test certificates

& in accordance with IFC guidelines shall be producted by manufacturer. A firestop submittal shall be

produced by manufacturer , in accordance with approved passive fire protection method statement, Sqm 28

for technical approval. Firestop installation shall be done by Hilti Accredited Firestop Speciality

Contractor (HAFSC) or by certified installers gone through Hilti's FIT service and in accordance with Hilti

guidelines and UL system test certificates or approved EJ document. Firestop Speciality Contractor needs

to submitt work completition certificate along with installation report through Hilti documentation

Software FIELDWIRE for periodic inspection &

maintenance purpose. The gaps around combustible penetrants like plastic pipes or ducts with insulation

shall be sealed with an appropriate intumescent technology like FS One Max Sealants, CP 648-E Wraps

or CP 644 collars. Intumescent items shall be paid under separate heads

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

13.05 NDSR-22 Provide Acrylic Firestop Sealant Hilti CP 606 in gaps around non combustible penetrants like ducts or

metal pipes passing through floor slab to provide minimum 2 hours fire rating when subject to the test

conditions of IS 12458 & UL 1479/ASTME 814 standards and should comply to Hose stream test in

accordance with IS 12458. The product shall be age tested as per DafStb guidelines. Sealant should

provide sufficient MAF, water and gas tight seal. Sealant shall also provide airborne sound transmission

reduction (STC of 50) and shall be tested as per DIN 52210 for sound insulation. Sealant shall carry test

certificate for mold resistance rating of 0 as determined by ASTM G21-96 and should have a VOC

content of approx. 75 g/l as per LEED 2009. The sealant shall carry test certificate in accordance with IEC

60068-2-57:1999-11 (Environmental Testing) as per Part 2-57: Test for Vibration-Time-history method and

VERTEQII for seismic zone 4. The system shall be UL listed & classified and product shall bear the UL and

FM approval logo on the packing. If none of UL test certificate comply with actual application, an EJ

document prepared by a qualified personnel and based on nearest third party tested & approved

systems like UL test certificates & in accordance with IFC guidelines shall be producted by manufacturer.

For duct penetrations SMACNA guideliness for firestoping shall be followed. A firestop submittal shall be

produced by manufacturer , in accordance with approved passive fire protection method statement, Sqm 9

for technical approval. Firestop installation shall be done by Hilti Accredited Firestop Speciality

Contractor (HAFSC) or by certified installers gone through Hilti's FIT service and in accordance with Hilti

guidelines and UL system test certificates or approved EJ document. Firestop Speciality Contractor needs

to submitt work completition certificate along with installation report through Hilti documentation

Software FIELDWIRE for periodic inspection & maintenance purpose

13.06 NDSR-23 Providing and fixing 75 mm dia rigid PVC/HDPE weep hole (length as per drawings) through retaining

wall, laid to slope min. 5% to wall face, with surrounding graded gravel pocket and geotextile wrapping,

and supplying/placing proportionate filter media (clean, free-draining graded stone) 300 mm thick Each 1029

behind the wall for tributary size is 1mx1m, all complete as per drawings and Engineer’s direction.

13.07 19.16 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 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 Each 1122

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.

13.08 NDSR-24 Providing and fixing 600×1000 mm beveled edge mirror of superior quality glass (as approved with 8 mm

thick, mirror fixed on 12 mm thick plywood backing. Mirror shall be mounted using 30 mm bright polished

Grade 304 stainless steel body and boss studs, secured to the wall using M12 stainless steel wall fixing Each 247

studs complete as per drawing and directed by Engineer-in-charge.

13.09 NDSR-25 Ductile Iron manhole covers and frames shall conform to IS 12592:2002 (as applicable) and IS 1726 (for

load classifications) and to CPWD Specifications (Drainage / Sanitary). Manufacturer’s test certificates,

sample, and trial sample for EIC approval to be submitted. Covers to be Class C 250 , finished with epoxy

primer/coating to prevent corrosion. Bolts / lifting devices to be stainless steel. All works including Each 10

bedding/grouting to be included in the rate.

Size of 560mmx560mm

13.10 NDSR-26 Ductile Iron manhole covers and frames shall conform to IS 12592:2002 (as applicable) and IS 1726 (for

load classifications) and to CPWD Specifications (Drainage / Sanitary). Manufacturer’s test certificates,

sample, and trial sample for EIC approval to be submitted. Covers to be Class B 125, finished with epoxy

primer/coating to prevent corrosion. Bolts / lifting devices to be stainless steel. All works including Each 65

bedding/grouting to be included in the rate.

Size of 450mmx450mm

13.11 19.60 Providing and laying non-pressure NP2 class (light duty) R.C.C.

pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine Rmt 55

sand) including testing of joints etc. complete :

19.6.4 300 mm dia. R.C.C. pipe

13.12 23.90 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength

not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross

sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including Each 8

providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

13.13 16.81 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m

made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings

covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable

welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making

overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom

having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing.

Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm

long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-

Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during

construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed

by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously Mtr 300

including shifting of barricading from one location to another location as many times as required during the

execution of the entire work till its completion. Rate include its maintenance for damages, painting, all

incidentals, labour materials, equipments and works required to execute the job. The barricading shall not

be removed without prior approval of Engineer-in-Charge.

(Note :- One time payment shall be made for providing barricading from start of work till completion of

work including shifting. The barricading provided shall remain to be the property of the contractor on

completion of the work).

Sub total ; Misc works

14.01 16.5 Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash stabilised soil with a

mix of 3% lime, 12% fly ash and 85% local suitable soil by weight, so as to achieve minimum field C.B.R. of Cum 1640

20, including mixing, rolling with road roller curing etc. all complete

14.02 16.78.1 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 Cum 745

and directions of Engineerin-Charge.

With material conforming to Grade-I (size range 75 mm to

0.075 mm) having CBR Value-30

14.03 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete

in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse

sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not

to more than 5 mm), including making drainage opening wherever required complete etc. as per Cum 33

direction of Engineerin-

charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast

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

14.04 NDSR-27 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub

base with 43 grade minimum cement content 320 kg per cum(M30), 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, compacted and finished in a continuous operation including provision of contraction, Cum 376

expansion, construction and longitudinal joints, joint filler, separation membrane(LDPE Sheet), sealant

primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing

14.05 16.62 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour

using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted

with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater,

driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the Sqm 426

road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-

in-charge and accordance with applicable specifications.

14.06 16.90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm

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 20 mm

thick base of cement mortar 1:4 (1 cement : Sqm 265

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.

14.07 16.91.1 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 50 mm 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 Sqm 3253

direction of Engineer-in-Charge.

60 mm thick cement concrete paver block of M-35 grade with

approved colour, design & pattern.

14.08 NDSR-28 30 mm thick flamed finish granite stone flooring (outdoor area) over 20 mm (average) thick base of

cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2

stone dust) including materials, labour, curing, cleaning etc as per drawings and directed by Engineer-in-

14.09 NDSR-29 Supply and application of reflective material (glass beads or reflective powder etc) to enhance visibility

and safety, incorporated into road pavements or paver blocks or applied on surface finish, including

labor, materials, mixing, handling etc complete as per drawings and directed by Engineer-in-charge.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR CIVIL WORKS

S.No ITEM DESCRIPTION UNIT QTY

14.10 NDSR-30 Providing and laying factory made chamfered edge Cement Concrete cobble size of 100x100x60mm 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 50 mm 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. Sqm 1110

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

60 mm thick cement concrete cobble of M-35 grade with

approved colour, design & pattern.

14.11 NDSR-31 Providing and laying factory made chamfered edge Cement Concrete cobble size of 100x100x80mm 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 50 mm 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. Sqm 110

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

80 mm thick cement concrete cobble of M-35 grade with

approved colour, design & pattern.

14.12 NDSR-32 Providing and laying factory made chamfered edge Cement Concrete Grass pavers Block of M-35

grade (size as per drawing) 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 50 mm 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 Sqm 174

vibrator complete all as per drawings and direction of Engineer-in-Charge.

14.13 NDSR-33 Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x 100 mm, die-cast in

aluminium, resistant to corrosive 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 bedded in a suitable bituminous

grout or epoxy mortar, all as per BS 873 part 4:1973

14.14 NDSR-34 Providing and laying HDPE perforated pipe of 75mm dia (PE 63, PN 6, conforming to IS 4984) for sub-soil

drainage, including excavation of trench not exceeding 1.5m depth, laying in proper alignment and

gradient, testing and backfilling with selected material, complete as per manufacturer’s specification

and direction of Engineer-in-Charge.

14.15 NDSR-35 Providing and laying HDPE pipe of 50mm dia (PE 63, PN 6, conforming to IS 4984) for sub-soil drainage,

including excavation of trench not exceeding 1.5m depth, laying in proper alignment and gradient,

testing and backfilling with selected material, complete as per manufacturer’s specification and

direction of Engineer-in-Charge.

Sub total ; Road works

Digitally signed by DEEPAK

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR ACOUSTICS WORKS

S.No ITEM DESCRIPTION UNIT QTY

1 Syndicate room acoustic false ceiling

Supply and installation of 595mmX595mmX20mm thick Mineral/ Soft fiber tile with T grid of

0.90NRC (Class-A) Sqm 52.00

Construction of Frame work

The exposed Grid system are fabricated to accommodate ceiling tiles of size 595x595mm which

includes the Anchor bolt (Hilti or approved equivalent) of length 50mm and dia of 9.5mm with

16mm long treads for fixing suitable dia nut,and washers. Anchor bolts should carry minimum

point load of 25kg. Anchor bolts to be fixed at every 1200mm centres both ways . Galvanized

iron wire of 8 SWG dia is wound and twisted at the end.

The galvanized iron wire of 8 SWG dia shall be cut to length as per site requirement. The pre

coated wall angles with equal flanges of size 24mm are fixed along the perimeter of walls with the

help of star screws of minimum 25mm length of suitable dia at 300mm centres

Then suspend the Main T24 profiles having flange width 24mm, height of minimum 38mm is

fixed at 1200 c/c. The Cross T24 profiles of length 1200mm having flange width 24mm, height of

minimum 38mmis then interlocked into the pre-cut slots in the Main T24profiles at 600mm

centres in the direction perpendicular to the Main T24 profiles.

Then another T24 profiles of length 600mm having flange width 24mm, height of minimum

38mm are then interlocked into the pre cut slots of 1200mm Cross T profiles at 1200mm centres

and in direction parallel to the Main T24 profiles. Interlocking of profiles should be strong, secure

and fast accurate alignment. This T24 profiles are made of galvanized iron sheet of 0.3mm thick,

are capped with pre coated aluminium of the desired colour.

The grade of galvanized iron sheet is as per BIS and the grade of aluminium capping is as per (Al-

A layer of 20mm thick Bio soluble mineral/ soft fiber tile of size 595x 595mm is placed on the

suspended T24 frame work. The

The installed board shall meet the following requirements.

Building material class as per EN 13501-1, A2-S1 d0 / Class 1or A,

Fire requirements F90 as per DIN 4102 part2, Humidity minimum 90% RH.

Ensure installed system is in plumb level and co-ordinate with other services .

1.Contractors has to check and verify the quantities with respect to the site conditions before

taking the order.

2. vendors should submit the 3rd party accredited acoustic lab test certificate for the absorption

co-efficients details

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR ACOUSTICS WORKS

S.No ITEM DESCRIPTION UNIT QTY

2 Meeting room acoustic false ceiling

Supply and installation of 595mmX595mmX20mm thick Mineral/ Soft fiber tile with T grid of

0.90NRC (Class-A)

Construction of Frame work

The exposed Grid system are fabricated to accommodate ceiling tiles of size 595x595mm which

includes the Anchor bolt (Hilti or approved equivalent) of length 50mm and dia of 9.5mm with

16mm long treads for fixing suitable dia nut,and washers. Anchor bolts should carry minimum

point load of 25kg. Anchor bolts to be fixed at every 1200mm centres both ways . Galvanized

iron wire of 8 SWG dia is wound and twisted at the end.

The galvanized iron wire of 8 SWG dia shall be cut to length as per site requirement. The pre

coated wall angles with equal flanges of size 24mm are fixed along the perimeter of walls with the

help of star screws of minimum 25mm length of suitable dia at 300mm centres

Then suspend the Main T24 profiles having flange width 24mm, height of minimum 38mm is

fixed at 1200 c/c. The Cross T24 profiles of length 1200mm having flange width 24mm, height of

minimum 38mmis then interlocked into the pre-cut slots in the Main T24profiles at 600mm

centres in the direction perpendicular to the Main T24 profiles.

Then another T24 profiles of length 600mm having flange width 24mm, height of minimum

38mm are then interlocked into the pre cut slots of 1200mm Cross T profiles at 1200mm centres

and in direction parallel to the Main T24 profiles. Interlocking of profiles should be strong, secure

and fast accurate alignment. This T24 profiles are made of galvanized iron sheet of 0.3mm thick,

are capped with pre coated aluminium of the desired colour.

The grade of galvanized iron sheet is as per BIS and the grade of aluminium capping is as per (Al-

A layer of 20mm thick Bio soluble mineral/ soft fiber tile of size 595x 595mm is placed on the

suspended T24 frame work. The

The installed board shall meet the following requirements.

Building material class as per EN 13501-1, A2-S1 d0 / Class 1or A,

Fire requirements F90 as per DIN 4102 part2, Humidity minimum 90% RH.

Ensure installed system is in plumb level and co-ordinate with other services .

1.Contractors has to check and verify the quantities with respect to the site conditions before

taking the order.

2. vendors should submit the 3rd party accredited acoustic lab test certificate for the absorption

co-efficients details

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR ACOUSTICS WORKS

S.No ITEM DESCRIPTION UNIT QTY

3 Multi purpose hall false ceiling

Supply and installation of 595mmX595mmX20mm thick Mineral/ Soft fiber tile with T grid of

0.90NRC (Class-A)

Construction of Frame work

The exposed Grid system are fabricated to accommodate ceiling tiles of size 595x595mm which

includes the Anchor bolt (Hilti or approved equivalent) of length 50mm and dia of 9.5mm with

16mm long treads for fixing suitable dia nut,and washers. Anchor bolts should carry minimum

point load of 25kg. Anchor bolts to be fixed at every 1200mm centres both ways . Galvanized

iron wire of 8 SWG dia is wound and twisted at the end.

The galvanized iron wire of 8 SWG dia shall be cut to length as per site requirement. The pre

coated wall angles with equal flanges of size 24mm are fixed along the perimeter of walls with the

help of star screws of minimum 25mm length of suitable dia at 300mm centres

Then suspend the Main T24 profiles having flange width 24mm, height of minimum 38mm is

fixed at 1200 c/c. The Cross T24 profiles of length 1200mm having flange width 24mm, height of

minimum 38mmis then interlocked into the pre-cut slots in the Main T24profiles at 600mm

centres in the direction perpendicular to the Main T24 profiles.

Then another T24 profiles of length 600mm having flange width 24mm, height of minimum

38mm are then interlocked into the pre cut slots of 1200mm Cross T profiles at 1200mm centres

and in direction parallel to the Main T24 profiles. Interlocking of profiles should be strong, secure

and fast accurate alignment. This T24 profiles are made of galvanized iron sheet of 0.3mm thick,

are capped with pre coated aluminium of the desired colour.

The grade of galvanized iron sheet is as per BIS and the grade of aluminium capping is as per (Al-

A layer of 20mm thick Bio soluble mineral/ soft fiber tile of size 595x 595mm is placed on the

suspended T24 frame work. The

The installed board shall meet the following requirements.

Building material class as per EN 13501-1, A2-S1 d0 / Class 1or A,

Fire requirements F90 as per DIN 4102 part2, Humidity minimum 90% RH.

Ensure installed system is in plumb level and co-ordinate with other services .

1.Contractors has to check and verify the quantities with respect to the site conditions before

taking the order.

2. vendors should submit the 3rd party accredited acoustic lab test certificate for the absorption

co-efficients details

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR ACOUSTICS WORKS

S.No ITEM DESCRIPTION UNIT QTY

4 26.27.2 VIP 30Pax seating false ceiling

Supply and installation of 595mmX595mmX20mm thick Mineral/ Soft fiber tile with T grid of

0.7NRC (Class-B)

Construction of Frame work

The exposed Grid system are fabricated to accommodate ceiling tiles of size 595x595mm which

includes the Anchor bolt (Hilti or approved equivalent) of length 50mm and dia of 9.5mm with

16mm long treads for fixing suitable dia nut,and washers. Anchor bolts should carry minimum

point load of 25kg. Anchor bolts to be fixed at every 1200mm centres both ways . Galvanized

iron wire of 8 SWG dia is wound and twisted at the end.

The galvanized iron wire of 8 SWG dia shall be cut to length as per site requirement. The pre

coated wall angles with equal flanges of size 24mm are fixed along the perimeter of walls with the

help of star screws of minimum 25mm length of suitable dia at 300mm centres

Then suspend the Main T24 profiles having flange width 24mm, height of minimum 38mm is

fixed at 1200 c/c. The Cross T24 profiles of length 1200mm having flange width 24mm, height of

minimum 38mmis then interlocked into the pre-cut slots in the Main T24profiles at 600mm

centres in the direction perpendicular to the Main T24 profiles.

Then another T24 profiles of length 600mm having flange width 24mm, height of minimum

38mm are then interlocked into the pre cut slots of 1200mm Cross T profiles at 1200mm centres

and in direction parallel to the Main T24 profiles. Interlocking of profiles should be strong, secure

and fast accurate alignment. This T24 profiles are made of galvanized iron sheet of 0.3mm thick,

are capped with pre coated aluminium of the desired colour.

The grade of galvanized iron sheet is as per BIS and the grade of aluminium capping is as per (Al-

A layer of 20mm thick Bio soluble mineral/ soft fiber tile of size 595x 595mm is placed on the

suspended T24 frame work. The

The installed board shall meet the following requirements.

Building material class as per EN 13501-1, A2-S1 d0 / Class 1or A,

Fire requirements F90 as per DIN 4102 part2, Humidity minimum 90% RH.

Ensure installed system is in plumb level and co-ordinate with other services .

1.Contractors has to check and verify the quantities with respect to the site conditions before

taking the order.

2. vendors should submit the 3rd party accredited acoustic lab test certificate for the absorption

co-efficients details

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR ACOUSTICS WORKS

S.No ITEM DESCRIPTION UNIT QTY

5 26.27.2 Dining 300pax seating false ceiling & Executive Dining - 150 PAX

Supply and installation of 595mmX595mmX20mm thick Mineral/ Soft fiber tile with T grid of

0.7NRC (Class-B)

Construction of Frame work

The exposed Grid system are fabricated to accommodate ceiling tiles of size 595x595mm which

includes the Anchor bolt (Hilti or approved equivalent) of length 50mm and dia of 9.5mm with

16mm long treads for fixing suitable dia nut,and washers. Anchor bolts should carry minimum

point load of 25kg. Anchor bolts to be fixed at every 1200mm centres both ways . Galvanized

iron wire of 8 SWG dia is wound and twisted at the end.

The galvanized iron wire of 8 SWG dia shall be cut to length as per site requirement. The pre

coated wall angles with equal flanges of size 24mm are fixed along the perimeter of walls with the

help of star screws of minimum 25mm length of suitable dia at 300mm centres

Then suspend the Main T24 profiles having flange width 24mm, height of minimum 38mm is

fixed at 1200 c/c. The Cross T24 profiles of length 1200mm having flange width 24mm, height of

minimum 38mmis then interlocked into the pre-cut slots in the Main T24profiles at 600mm

centres in the direction perpendicular to the Main T24 profiles.

Then another T24 profiles of length 600mm having flange width 24mm, height of minimum

38mm are then interlocked into the pre cut slots of 1200mm Cross T profiles at 1200mm centres

and in direction parallel to the Main T24 profiles. Interlocking of profiles should be strong, secure

and fast accurate alignment. This T24 profiles are made of galvanized iron sheet of 0.3mm thick,

are capped with pre coated aluminium of the desired colour.

The grade of galvanized iron sheet is as per BIS and the grade of aluminium capping is as per (Al-

A layer of 20mm thick Bio soluble mineral/ soft fiber tile of size 595x 595mm is placed on the

suspended T24 frame work. The

The installed board shall meet the following requirements.

Building material class as per EN 13501-1, A2-S1 d0 / Class 1or A,

Fire requirements F90 as per DIN 4102 part2, Humidity minimum 90% RH.

Ensure installed system is in plumb level and co-ordinate with other services .

1.Contractors has to check and verify the quantities with respect to the site conditions before

taking the order.

2. vendors should submit the 3rd party accredited acoustic lab test certificate for the absorption

co-efficients details

Digitally signed by DEEPAK

INTERNAL PHE WORKS

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

A SUB HEAD -I : SANITARY INSTALLATION

Providing and fixing Vitreous china floor mounted type European water

closet with 'S' trap (Single Piece) with vitreous flushing cistern with dual

1 NS 01 flush, solid plastic seat cover with lid, C.P. brass/ABS hinges and rubber Each 205

buffers, EPDM/Teflone sealed WC connector, wall bracket/anchoring

arrangement all etc complete.

Providing and fixing White coloured glazed vitreous china rectangular wash

2 NS 02 basin without pedestal fixed with rock bolts complete including cutting and Each 8

making good the walls wherever required.

Providing and fixing White coloured glazed vitreous china rectangular wash

NS 02 A basin on the top counter complete including cutting and making good the Each 245

walls wherever required.

Providing and fixing Stainless steel single bowl sink with drain board of

required size, fixed into the counter and flexible pipe to trap, with

3 NS 03 Each 24

necessary union complete including cutting and making good the walls

wherever required .

Providing and fixing Vitreous china white color flat back/half stall/ lipped

4 NS 04 A type urinals with built-in trap, necessary supporting arrangement with SS Each 56

bolts and nuts and wall hangers complete

Providing and fixing of CP Waste Coupling for wash basin, Sink and urinals

NS 04 B Each 333

of approved quality and colour.

Providing and fixing of CP push cock for urinals including cutting and

NS 04 C Each 56

making good the walls, pipe connections complete.

Providing and fixing of wall hung urinal division (partition) - Curved 8mm

thickness with all necessary screws and connectors etc complete.

Providing and fixing of CP mixer valve with bath spout, head shower,

5 NS 05 shower arm and C.P Brass wall flanges complete including cutting and

making good the wall where required.

NS 05 A Head shower with arm Each 172

NS 05 B Wall Mixer: Each 172

Providing and fixing Health Faucet with 1000mm longChrome plated

6 NS 06 Each 205

flexible pipe and wall hook complete including screws SS sleeves.

Providing and fixing C.P. Pillar tap auto closing Type on wash basin with

7 NS 07 A braided flexible connector, nuts and washers including cutting hole Each 253

complete. in all respects.

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality &

NS 07 B Each 277

make and as per the direction of Engineer-in-charge.

Providing and fixing C.P. brass Sink cock (Pillar type) with regular swinging

8 NS 08 spout with SS braided flexible connectors, nuts & washers complete Each 24

including cutting and making good.

Providing and fixing 15 mm dia C.P. brass angle valves with S.S wall flange

9 NS 09 Each 458

including cutting and making good.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

Providing and fixing 15 mm dia C.P. brass angle valves with S.S wall flange

10 NS09A including cutting and making good - SS Sink, Geyser, Water Dispenser , Each 513

kitchen, Health Faucet.

Providing and fixing 15 mm dia C.P. brass angle (Two-way) valves with S.S

11 NS09B Each 0

wall flange including cutting and making good.

Supply,Installation, testing & commissioning of vertical / horizontal storage

type hot water heater fixed to wall with anchor bolts & nuts, 20mm CP

brass cock and 20mm non return valve complete including making

12 NS 10 connection with 15 mm dia CP connecting pipe on Inlet and Outlet, suitable

length of power cable and 15A plug with including the auto cut off

provision for high temperature & suitable for working pressure of 8 kg/cm²

a Capacity 25 Liters Each 0

b Capacity 15 Liters Each 0

Providing and fixing C.P brass/ SS coat hook including PVC sleeves and C.P

13 NS 11 Each 205

brass screws complete in all respects.

Providing and fixing CP brass towel rack of approved make with concealed

14 NS 12 Each 54

screws and rawl plugs complete in all respect.

Providing and fixing CP brass towel ring of approved make with concealed

15 NS 13 Each 61

screws and rawl plugs complete in all respect.

Providing and fixing SS perforated Soap holder of approved make with

16 NS 14 Each 124

concealed screws and rawl plugs complete in all respect.

17 NS 15 Providing and fixing S.S / CP brass Toilet roll holder with flap. Each 55

Providing and fixing CP Soap holder of approved make with concealed

18 NS16 Each 54

screws and rawl plugs complete in all respect.

Providing and fixing SS perforated multipurpose shelf of approved make

19 NS17 Each 124

with concealed screws and rawl plugs complete in all respect.

Providing and fixing C.P. brass Washing machine tap with washers

20 NS18 Each 27

complete including cutting and making good.

Providing and fixing C.P. bib cock with washers complete including cutting

21 NS19 Each 27

and making good.

Providing and fixing Automatic Electric Hand Drier with twin blower,

integrated with time control (0-30 Sec.) and infrared arrangement

22 NS20 Each 26

complete including making necessary electrical connenction for common

Providing and fixing paper towel dispenser with concealed screws and rawl

23 NS 21 Each 5

24 NS22 Handicap Toilet

Digitally 8 PHE

signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

Tip-up seat in bathing area Each 8

Grab Bar for Washbasin

SS Grating with a hole for washing machine pipes, water dispensers (Drain

25 NS23 Each 76

Providing and fixing Corner Glass Shelf (with Bracket) with SS frame of

26 NS24 approved make with concealed screws and rawl plugs complete in all Each 54

18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :

18.21.2 45 cm length

18.21.2.1 15 mm nominal bore each 566

Total Sub Head-I Rs.

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. (Ring fit joint for vertical

pipe and solvent joint only for horizontal pipe shall be consider.)

a 90 mm O.D type "B" Mtr 375

b 75 mm O.D type "B" Mtr 0

c 110 mm O.D type "B" for soil/waste Mtr 2799

d 90 mm O.D type "A" for RWP (Vertical and horizontal) Mtr 190

e 160 mm O.D type "A" for RWP (Vertical and horizontal) Mtr 489

f 63 mm O.D type "A" for RWP (Vertical and horizontal) Mtr 109

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 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.

a 25 mm OD dia Mtr 28

b 32 mm OD dia Mtr 10

c 40 mm OD dia Mtr 544

d 50 mm OD dia Mtr 82

e 63 mm OD dia Mtr 689

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.

a 110x110 mm 'P' trap Each 379

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

Providing and fixing PVC inlet fitting with one or more inlets fabricated

4 NS 22 from 110 mm outer dia UPVC pipe and solvent welded sockets and fixed to Each 379

UPVC Trap and set in cement concrete as per drawing complete.

Providing & fixing UPVC reducer socket /Bend including cutting and

shaping to required size.

a 110 x 63 mm Each 255

Providing and fixing SS grating of approved quality including cutting and

6 NS 24 making good the walls and floors wherever required complete as per Each 736

directions of Engineer-Incharge. (for FT & FD) (100mm dia).

Providing and fixing roof parapet drain for rain water pipe cast iron, power

7 NS 25 Each 97

coated body finish.(63 OD DIA)

Providing and fixing roof parapet drain for rain water pipe cast iron, power

8 NS 25A Each 55

coated body finish.(90 OD DIA)

Providing and fixing roof parapet drain for rain water pipe cast iron, power

9 NS 25B Each 20

coated body finish.(160 OD DIA)

Providing and fixing End plug of approved quality including cutting and

10 NS 26 making good the walls and floors wherever required complete in all Each 111

respects . (110mm)

Providing and fixing floor clean out plug (SS -304 )of approved quality

11 NS 27 including cutting and making good the walls and floors wherever required Each 6

complete in all respects . (160mm) (Ground floor)

Providing and fixing floor clean out plug (SS -304 )of approved quality

12 NS 27A including cutting and making good the walls and floors wherever required Each 54

complete in all respects . (110mm) (Ground floor)

Total Sub Head-II Rs.

C SUB HEAD -III : WATER SUPPLY SYSTEM

Providing and fixing G.I. pipes complete with G.I. fittings, with enamel

1 DSR/18.10 paints (in specific colour code) over primer and clamps, i/c cutting and

making good the walls etc. (Medium class B)

Internal work - Exposed on wall

18.10.1 15 mm dia nominal bore Mtr 175

18.10.2 20 mm dia nominal bore Mtr 390

18.10.3 25 mm dia nominal bore Mtr 356

18.10.4 32 mm dia nominal bore Mtr 302

18.10.5 40 mm dia nominal bore Mtr 346

18.10.6 50 mm dia nominal bore Mtr 397

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

Providing and fixing G.I. pipes complete with G.I. fittings, with enamel

18.12 paints (in specific colour code) over primer and clamps, i/c cutting and

making good the walls etc. (Medium class B)

18.12.7 65 mm dia nominal bore Mtr 253

18.12.8 80 mm dia nominal bore Mtr 134

FF-DSR 8.7 100 mm dia nominal bore Mtr 263

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (SDR-11),

having thermal stability for cold water supply, including all CPVC plain &

brass threaded fittings, including fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and testing of joints complete as per direction of Engineer

Concealed work, Including cutting , chases and making good the walls

18.8.1 15 mm nominal outer dia .Pipes. Mtr 2292

18.8.2 20 mm nominal outer dia .Pipes. Mtr 2368

18.8.3 25 mm nominal outer dia .Pipes. Mtr 868.5

18.8.4 32 mm nominal outer dia .Pipes. Mtr 378

18.9.5 40 mm nominal outer dia .Pipes. Mtr 344

18.9.6 50 mm nominal outer dia .Pipes. Mtr 278

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (schedule -

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

3 18.9 plain & brass threaded fittings This includes jointing of pipes & fittings with

one step CPVC solvent cement, trenching, refilling & testing of joints

complete as per direction of Engineer in Charge.

18.9.7 65 mm nominal outer dia .Pipes. Mtr 80

18.9.8 80 mm nominal outer dia .Pipes. Mtr 60

Providing and fixing ball valve (brass) of approved quality, high or low

pressure, with plastic floats complete :

18.18.1 15mm dia Each 222

18.18.2 20mm dia Each 133

18.18.3 25mm dia Each 67

NS 29 32 mm dia Each 45

NS 30 40 mm dia Each 22

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

FF-DSR E&M rating with bronze/gunmetal seat duly ISI marked complete with nuts,

2025 bolts, washers, gaskets conforming to IS 13095 of following sizes as

11.1 50 mm dia Each 32

11.2 65 mm dia Each 8

11.3 80 mm dia Each 4

11.4 100 mm dia Each 18

Providing and fixing gunmetal single acting air release valve with screwed

inlet tested for 10Kg/Cm .

a 25 mm dia Each 4

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

Supply, installation, testing and commissioning of package type RO plant

complete with pre-treatment system comprising of feed water pumps,

filters, dosing systems, RO membrances, RO high pressure pumps, post

treatment system comprising of dosing system; pH correction system etc

complete. The unit shall have all interlocking for safe operation of plant.

The unit shall have skid mounted electrical panel complete with required

starters and shally also have all Annuanciation and Controls. Indication

7 NS 32 instrumentation such as TDS meter at inlet/outlet, pH indicator, flow meter

& totalizer shall also be provided. The piping shall be heavy duty PVC, SS

316 (Non-Magnetic). The filter shall be FRP and pumps shall be of SS

construction. The basis of design shall be for feed water inlet TDS as per

extended limit of IS 10500 (Minimum inlet TDS shall be 500-700PPM).

Contractor is suggested to cary out the feed water chemical analysis and

ensure suitability of RO plant operation including the electrical panel and

all accessories etc.

RO plant shall Recovery provided from plant should be 90%. With

considering TDS (500-700 ppm OR as per actual water test report of the

water suorce available at site.)

Treated water Parameters Needed after Water Treatment

T.Alkalinity : <75

Bi-Carbonate Alk. : <50

Conductivity m cm s : <300

Sulphate SO4 : <10

Flouride as F : < 0.1

Nitrate NO3 : <1

T. Hardness : <40

Calcium Hardness : < 40

Mag.Hardness : <5

Iron Cal. As Fe : NIL

Silica Cal. As Sio2 : NIL

Turbidity : 0.05

Permeate Flow rate : 250 LPH (On Student Hostel &

Executive hostel terrace)

Permeate Flow rate : 500LPH(1 working + 1 stand by (On

Dining terrace)

Supply, Installation, Testing & commissioning of water cooler Storage Hot

and Cold water with UV : 15.0 Litres

Ambient – 10 Ltr, Hot – 1.5Ltr, Cold – 4 Ltr

Supplying, storing, handling, erecting, testing and commissioning of

Storage Tank in SS-316L construction with minimum 4mm thick shell and

6mm thick front and end plate or as required based on the working

pressure of 6 kg/cm2. The tank shall be mounted on MS base frame. The

storage tank shall be suitable for working pressure of 6kg/cm2. The Storage

tank shall be of following capacities. Including flanges, etc,.

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

a) 500 Litre capacity No 1

b) 1000 Litre capacity No 2

c) 2500 Litre capacity No 1

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 installation.

a 40mm dia No. 4

b 50mm dia No. 4

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 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.

a 40 mm dia Each 4

b 50 mm dia Each 4

Supplying & installation of following thickness 'TF' quality expanded nitrile

rubber insulation in the form of pre-formed pipe and complete in all

respects as per specifications and drawings on hot water pipes of the

following sizes.( inside the toilet)

a 15mm dia ( 9 mm thick ) RM 505

b 20mm dia ( 9 mm thick ) RM 238

c 25mm dia ( 9 mm thick ) RM 88

d 32mm dia (9mm thick) RM 23

e 40mm dia (9mm thick) RM 20

f 50mm dia (13mm thick) RM 5

g 65mm dia (13mm thick) RM

h 80mm dia (13mm thick) RM

Supplying & installation of following thickness 'TF' quality expanded nitrile

rubber insulation in the form of pre-formed pipe sections with 26 gauge

aluminium clading and complete in all respects as per specifications and

drawings on hot water pipes of the following sizes.( terace and in shafts)

a 15mm dia ( 9 mm thick ) RM 108

b 20mm dia ( 9 mm thick ) RM 204

c 25mm dia ( 9 mm thick ) RM 182

d 32mm dia (9mm thick) RM 181

e 40mm dia (9mm thick) RM 250

f 50mm dia (13mm thick) RM 208

g 65mm dia (13mm thick) RM 130

h 80mm dia (13mm thick) RM 110

Providing, installation, testing and commissioning of stainless steel Y-

16 strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange

15.2 100 mm nominal bore RM 8

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM

Visakhapatnam under Phase - IIA.

BOQ FOR INTERNAL PHE WORKS

DSR / NDSR Ref.

S.No ITEM DESCRIPTION Unit QTY

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 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 Over head tank)

a 150 mm nominal bore Each

b 100 mm nominal bore Each 44

c 80 mm nominal bore Each 8

d 65 mm nominal bore Each

e 50 mm nominal bore Each 24

f 40 mm nominal bore Each 4

g 32 mm nominal bore Each

h 25 mm nominal bore Each

Providing & Fixing balancing valves upto 80 mm dia shall be orifice type of

gunmetal screwed type confirming to BS: 5154 .

a) 15 mm dia Each 4

b) 20 mm dia Each 1

c) 25 mm dia Each 9

d) 40 mm dia Each 5

Providing fixing, commissioning & Testing suitable complete composite

Variable speed hydropneumatic system consisting of Vertical multistage

centrifugal pumps having stainless steel impellers, shaft and housing with

suction/discharge port in CI, with single mechanical seal and pressurised

tank of necessary capacity, variable frequency drives one dedicated to each

pump, dedicated programmable logic controller, complete with all

standard accessories including CED coated suction & discharge manifolds,

19 NS 41 pressure transmitters, pressure gauges, non-return & isolating valves,

pressure vessel, with necessary protection and operational devices i.e

alternate pumping operation and shut-off during dry running conditions

etc. with suitable electrical motor to be operated on 400/440 volt 50 cycle

AC supply, suitable for following duty and with total no. of pumps - 2 nos.(1

working+1standby) complete with Control Unit Panel, manifolds & chassis,

as per the approval of Engineer-in-charge. The complete system shall be

provided fully asembled from the OEM factory.

Domestic Booster Pump

Capacity /Flow rate : 300LPM each

Pumping Head : 15 Mtr

Power Requirement (HP) : 3 HP or as required

Location : Terrace Level

1 Set = 2 Nos. Pump (1 Working+1 Standby) Set 4

Total Sub Head-III Rs.

Digitally signed by DEEPAK

EXTERNAL PHE WORKS

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR EXTERNAL PHE WORKS

Sl No DSR Ref. No. Item Description Unit Qty

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

1 2.13 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

1.1 2.13.1 Ordinary rock.

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Metre 910

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not

exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

2.1 2.14.1 Ordinary rock.

2.14.1.1 Pipes, cables etc., exceeding 80mm dia but not exceeding 300mm dia Metre 286

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3 m in depth but not

exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

3.1 2.14.1 Ordinary rock.

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

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 4.5 m in depth but not

exceeding 9.0. (Rate is over corresponding basic item for depth upto 1.5 metre).

3a.1 2.14.1 Ordinary rock.

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

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.

4.1 NS 1 150 mm diameter Metre 475

4.2 NS 2 200 mm diameter Metre 435

4.3 300 mm diameter Metre

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) all-round DWC pipes including bed concrete as per standard design:

5.1 19.2.2 150 mm dia pipe Metre 475

5.2 19.2.3 200 mm dia pipe Metre 435

5.3 19.2.4 300 mm dia pipe Metre

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry

6 19.4.2.1 chamber with water tight C.I. cover with frame of 450x450 mm size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

6.1 150x100 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 38

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 Ductile Iron 560 mm DIA CIRCULAR COVER WITH SQUARE FRAME (HINGED) Class C-

250 HD grade 54 Kg fixed 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)

with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 53

8 19.10.1 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 10.6

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

9 19.11.1.1 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 DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR EXTERNAL PHE WORKS

Sl No DSR Ref. No. Item Description Unit Qty

1.68 m deep with Ductile Iron 560 mm DIA CIRCULAR COVER WITH SQUARE FRAME (HINGED) Class C- 250

HD grade 54 Kg fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20

NS 4 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) :

with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 6

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

Constructing brick masonry circular manhole 1.52 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 :

11 19.13.1.1 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

coat of neat cement, all complete as per standard design :

2.30 m deep with Ductile Iron 560 mm DIA CIRCULAR COVER WITH SQUARE FRAME (HINGED) Class C- 250

HD grade 54 Kg fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

NS 5 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) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2

Extra depth for circular type manhole 1.52 m internal dia (at bottom)

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 0.4

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 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.

Supply of Grease separator made of polyethylene as per DIN EN 1825; proven Stability of 50 years; for

below ground installation; overall dia of 1320 mm.; with ventilation provision; emptying via suction line DN

65 PN 10; counter flange with fire hose quick coupling 75B and 2½" blank cap and satisfy reaction to fire

Standard odour tight top cover of 600 mm dia. clear opening; frame made of concrete material and cover

14 NS 6 Each 1

made of cast iron; with raising tube, load class A15 according to EN 124

Inlet and outlet dia: DN 150

Nominal Size: NS 7

Grease Storage: 285L, Sludge Storage: 730L, Overall Capacity: 1675L

Dimensions: 1320mm x 2345mm (DxH)

TOTAL OF SEWERAGE SYSTEM

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR EXTERNAL PHE WORKS

Sl No DSR Ref. No. Item Description Unit Qty

II DRAINAGE SYESTEM

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

1 2.13 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

1.1 2.13.1 Ordinary rock.

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Metre 1285

Pipes, cables etc. exceeding 300 mm dia but not

2.10.1.3 Metre

exceeding 600 mm

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not

exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

2.1 2.14.1 Ordinary rock.

2.1.1 2.14.1.1 Pipes, cables etc., exceeding 80mm dia but not exceeding 300mm dia Metre 68

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3 m in depth but not

exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

2a.1 2.14.1 Ordinary rock.

2.14.1.1 Pipes, cables etc., exceeding 80mm dia but not exceeding 300mm dia Metre 1

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 1 150 mm diameter Metre 550

3.4 NS 2 300 mm diameter Metre 735

3.5 400 mm diameter Metre

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded 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 550

4.2 19.3.5 300 mm diameter Metre 735

4.3 400 mm diameter Metre

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 m deep with S.F.R.C. 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

19.9.1 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 12mm thick cement plaster at the external

surface shall be paid for separately) :

with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 51

6 19.10.1 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 10.2

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) :

with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 1

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR EXTERNAL PHE WORKS

Sl No DSR Ref. No. Item Description Unit Qty

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

Constructing brick masonry circular manhole 1.52 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 :

9 19.13.1.1 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

coat of neat cement, all complete as per standard design :

2.30 m deep with DI Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter

conforming to EN-124, total weight of cover and frame to be not less than 54 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)

With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Extra depth for circular type manhole 1.52 m internal dia (at bottom)

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Meter 0.2

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 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.

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement :

12 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per

standard design :

with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 86

13 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 DRAINGE SYESTEM

III 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

1 2.13 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

2.13.1 Ordinary rock.

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Metre 1320

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work

2.1 18.12.5 40 mm dia nominal bore Metre 35

2.2 18.12.6 50 mm dia nominal bore Metre 720

2.3 18.12.7 65 mm dia nominal bore Metre 35

2.4 18.12.8 80 mm dia nominal bore Metre 420

2.5 NS 7 100 mm dia nominal bore Metre 110

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR EXTERNAL PHE WORKS

Sl No DSR Ref. No. Item Description Unit Qty

Making connection of G .I. distribution branch with G .I. main of following

3 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 18

3.2 18.13.2 50 to 80 mm nominal bore Each 2

Providing and filling sand of grading zone V or coarser grade, allround

the G .I. pipes in external work :

4.1 18.41.5 40 mm diameter pipe Metre 35

4.2 18.41.6 50 mm diameter pipe Metre 720

4.3 18.41.7 65 mm diameter pipe Metre 35

4.4 18.41.8 80 mm diameter pipe Metre 420

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.

5.1 NS-8 40 mm diameter pipe Metre 35

5.2 NS-9 50 mm diameter pipe Metre 720

5.3 NS-10 65 mm diameter pipe Metre 35

5.4 NS-11 80 mm diameter pipe Metre 420

5.5 NS-12 100 mm diameter pipe Metre 110

TOTAL OF EXTERNAL WATER SUPPLY

IV Rain Water Harvesting System

Boring/drilling bore well of required dia for casing / stainer pipe, by suitable method prescribed in IS:2800

(part-1) including collecting samples from different strata, preparing and submitting strata chart/bore log,

including hire & running charges of all equipments, tools, plants & machineries required for the job, all

complete as per direction of engineer-in-charge, upto 90 metre depth below ground level.

23.1.1 All types of soil

1.1 23.1.1.3 400mm dia Metre

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well

2 23.4 screen (RMS) pipes with ribs, conforming to IS : 12818, including hire & labour charges, fittings &

accessories etc, all complete, for all depths, as per direction of engineer-in-charge.

2.1 23.4.3 200mm nominal size dia Metre

Supplying, filling, sepreading & leveling stone boulders of size range 5cm to 20cm, in recharge pit, in the

required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, sepreading & leveling gravels of size range 5mm to 10mm, in the recharge pit, over the

4 23.6 existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Cum 249

Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm

5 23.7 to 2 mm in recharge pit, in required thickness over gravel layer, for all Cum 249

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

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of

pipe assembly of tubewell as per IS:2800 (part I).

23.15.3 200mm dia Each 4

Providing and fixing in position pre-cast RCC manhole cover and frame of required shape & approved

quality 19.19.1 LD-2.5.

19.19.4.1 Circular shape 560 mm internal diameter Each 8

8 NS21 Providing & fixing CI bar screen size 600x600mm with 8mm gap between the CI bars. Each 4

9 NS22 Providing and fixing 100 dia GI vent pipe with insect/mosqutio proff mesh as per approved specification. Each 4

TOTAL OF RAIN WATER HARVESTING

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under

BOQ FOR EXTERNAL PHE WORKS

Sl No DSR Ref. No. Item Description Unit Qty

V Garden Irrigation System -( Piping with control Valves for external Green area )

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

1 2.13 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

2.13.1 Ordinary rock.

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Meter 557

Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc.

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.

a) NS 13 20 mm Meter 30

b) NS 14 25 mm Meter 450

c) NS 15 32 mm Meter 66

d) NS 8 40 mm Meter 11

Providing and fixing ball valve (brass) of approved quality, High or low

pressure, with plastic floats complete :

a) 18.18.2 20 mm nominal bore Each 25

b) 18.18.3 25 mm nominal bore Each 2

c) NS 16 32 mm nominal bore Each 3

d) NS 17 40 mm nominal bore Each 3

Providing and Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1

cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover

fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate

20 mm nominal size), including 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 :

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 25

Constructing masonry Chamber 60x60x75 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 top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded

7 18.33 stone aggregate 20 mm nominal size), including 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 :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 8

Providing and fixing Pressure Reducing station for garden hydrant PRV (Diaphram type) unit with outgoing

8 pressure gauge with flanged or union connection including safety valve. including flanges/unions, nuts,

bolts and washers complete as required for applications. (Horizontal as applicable).

a) NS 18 25 mm dia Each 2

b) NS 19 32 mm dia Each 3

c) NS 20 40mm dia Each 3

TOTAL OF IRRIGATION

Digitally signed by DEEPAK

HOT WATER SYSTEM

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under Phase - IIA.

BOQ FOR HOT WATER SYSTEM

DSR / NDSR Ref.

S.No ITEM DESCRIPTION UNIT TOTAL QTY

A. HOT WATER GENERATION SYSTEM

Supply, installation, testing and commissioning of out door rated Air Cooled Heat Pump Unit (for outdoor installation) for Hot

1 Water generator up to 60ºC. Heat Pump shall include dual circuit scroll compressor suitable for R 417/410 (or as per OEM)

refrigerant driven by suitable size squirrel cage induction motor rated for 415± 10% volts, 3 phase , 50 Hz AC supply complete

Heat pump shall have the following features:

a) Electric and control panel with IP-55 protection.

The compressor and heat exchangers shall be housed in a suitably insulated enclosure to limit vibration and noise.

c) Heat - efficiency Heat exchangers in AISI 316 stainless steel with low pressure drops,

d) Finned coils made with copper pipes and aluminium fins with large exchange surface area

e) All interconnecting wiring/cabling between hot water generator & electrical panel.

f) Safety Valve, Pressure & Temperature gauge & Air Vent Valve

g) All hot water piping & insulation shall be provided.

h) Structure and base in hot - dip galvanised steel with epoxy powder coating finish

i) Rubber anti vibration mounting kit

Heat pump shall have LCD display control panel with built in diagnostic and

troubleshooting information

Heat pump should have an inbuilt cycle for defrosting in case icing occurs on

l) All interconnecing wiring/cabling between heat pump and electric panel

The heat pump shall have an in-built facility to start /stop depending on variation

in demand at different periods including circulation pump automatic control.

Heat pump shall be capable to operate at 40 Deg C DB( Dry Bulb Temprature) &Should be suitable for Ambient Working

Condition in Winter DB (10ºC)

1.1 Heat pump shall be rated for the following capacity:

Heating Capacity 40 KW at 15 Deg DB(Dry Bulb Temprature)

Output heating water up to 60º C

HW OUT-60 deg C

HW IN : 55 deg C

COP shall be above 4.0 at 15 Deg C DB and outlet hot water temprature 60 Deg C.

Heat Pump as described above (1 no. ) Set 4

1.2 Heat pump shall be rated for the following capacity:

Heating Capacity 25 KW at 15 Deg DB(Dry Bulb Temprature)

Output heating water up to 60º C

HW IN : 55 deg C

COP shall be above 4.0 at 15 Deg C DB and outlet hot water temprature 60 Deg C.

Heat Pump as described above (1no.) Set 1

Note: Vendor to revalidate design of Pumps based on selected heat pump capacity.

Supplying, installing, testing and commissioning of out door rated SS-316 vertical hot water storage tank suitable for

minimum 6.0 kg/cm2 operating pressure at 60 Deg C. And a test pressure of 10.0 Kg/cm2.

Tank shall be provided with flowmeter at inlet (approved by department of weights & measures), Inlet/outlet,

overflow/drain connection with M.H. cover (550 mm I.D.), fabricated out of SS 316 plate & dished end of suitable plate shall

complete temperature and pressure relief valves, thermometers & pressure gauge at inlet/outlet. Tank shall be mounted on

450 mm structural supports with access ladder or as per site requirement & with hot - dip galvanised steel with epoxy

powder coating finish . Tank shall be insulated with 50 mm thick resin bonded rock wool (density 100 Kg/cum) Insulation

shall be covered with 500 g polythene sheet & 24 gauge aluminium sheet cladding giving proper overlaps & sealing the

joints with suitable adhesive compound. including 15 mm dia testing spout with valve. (inlet temperature to hot water

storage tank 60 degree C). (Tank shall be fabricated as per unfired pressure vessel code IS 2825 - 1969, IS 226/IS

Inlet and HW outlet piping shall be done in such a way as to prevent stratification of water within the tank including valve,

check valve & accessories

Cost of hot water storage tanks shall include the following additional accessories :

3 way modulating valve. - 1 No. operated thermostatic differencial temparatue sensor (For Hot Water Storage Tank, to

regulate Temperature in tank automatically)

b) Pressure relief valve - 1 No.

c) Dial type thermometer - 1 No.

d) Safety Valve - 1 No.

e) Thermowells for thermostat sensing elements.(1 Nos.)

f) Cold water inlet butterfly valves (1 Nos.)

g) Check valve cold water inlet line (1Nos.)

h) Hot Water out let connection with valves (1Nos.)

i) Hot water return inlet connection with valves (1 Nos.)

Hot water inlet/out let secondary side with valves (6Nos.) flanges slipon/ blind hangers confirming to ASA 150 with bolts,

washer, gaskets where as required.

2.1 Hot Water tank as describe above with capacity of 4000 Lts. Set 2

2.2 Hot Water tank as describe above with capacity of 500 Lts. Set 1

Supplying, installing, testing & commissioning of hot water/ pumps out door rated IP-55. Each pump shall have vertical,

inline multistage centrifugal pumping set with SS 316 stage casing and impellers with stainless steel SS 316 shaft as per IEC

standards and, connected to TEFC IE3 ventilated induction motor of 2 /4 pole 2900 RPM with IP 55 rating, suitable for

3 440/440 volts, 3 phase, 50 Hz AC supply with pressure gauge on delivery line with isolation cock, suitable vibration

elimination pads vibration bellows, isolation valve, strainer on suction & delivery side, NRV, dial type thermometer with

siphon and stop cock on suction and discharge. Complete with base and frame, nuts bolts, washer, gasket and necessary RCC

as per requirement or as per instruction and each pump shall have following duty

a) 2 Nos. hot water (55-60 deg C) return pumps (one working & one stand by).

Flow rate (Each)= as required to circulate complete hot water piping volume in 20 minutes or three circulation/hour.(Both

hot water supply and Return )

ii) Head (each) = 20 M or as required. Set 3

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under Phase - IIA.

BOQ FOR HOT WATER SYSTEM

DSR / NDSR Ref.

S.No ITEM DESCRIPTION UNIT TOTAL QTY

b) 2Nos. Hot Water Primary pumps (Two working).

i) Flow rate (Each) =7000 LPH

ii) Head(each) = 20 M or as required. Set 2

c) 1Nos. Hot Water Primary pumps (One working).

iii) Flow rate (Each) =4500 LPH

iv) Head(each) = 20 M or as required. Set 1

Providing & fixing CI butterfly valve tested to a pressure not less than 10 Kg/Sq.cm. Including rubber gasket, 2 nos. Table-E

flanges, nuts, bolts, washers & painting complete as required.

a) 50 mm dia Each

b) DSR E&M - 27.11.3 Each 68

c) DSR E&M - 27.11.4 Each 16

d) 100 mm dia Each

Providing and fixing (PN-10) of motorised butterfly valve including necessary cables(3C X1.5 sqmm),cont0ller, MS conduits,

upto junction box (upto 6 mt qty approx.) etc., complete

a) 50 mm dia Each

b) 65 mm dia Each 12

Providing and fixing of cast iron dual plate wafer type check valves with SS 316 grade disc (PN-10) including 2 nos. matching

flanges ( Table-E), nuts, bolts, 3.0 mm thick thick insertion neoprene gasket.

a) 50 mm dia Each

b) 65 mm dia Each 32

c) 80 mm dia Each

d) 100 mm dia Each

Providing and fixing resilient rubber neoprene lined style arch vibration eliminators suitable for raw water upto 80 deg.C.

Temperature working pressure upto 20 Kg/Sqcm.

a) 50 mm dia Each

b) 65 mm dia Each 40

Providing and fixing dial type pressure gauge with isolation cock, with syphon Dial diameter 100 mm caliberation, 0-15 kg

Providing & fixing CI Double regulation type balancing valve tested to a pressure not less than 16 Kg/Sq.cm. Including rubber

gasket, 2 nos. Table-E flanges, nuts, bolts, washers & painting complete as required.

a) 65 mm dia Each

b) 80mm dia Each

b) 100 mm dia Each

10 Providing & Fixing in position the mercury in glass ( Dial Type) industrial type thermometers. Each 24

Providing of temperature sensor at mixing tank suitable for differential temperature setting shall be made for start / stop of

the Heat Pump. The control / system shall be complete with necessary cabling / wiring.

Providing and fixing forged brass ball valve of brass body with hard ch0me plated steel ball inside PTFE (Teflon) seat & ring

with ch0me plated centre handle with female BSP threads complete in all respects.

a) 25 mm dia. Each 4

b) 40 mm dia. Each

13 Providing & Fixing of Glass level indicator along with accessories complete in all respects. Set 4

Providing, jointing, testing and commissioning of following sizes of CPVC pipe conforming to SDR 11 up to 50 mm dia and

SCH 80 for above 50 mm dia with all accessories like all fittings including tees, elbows, reducers, union, flanges, rubber

gaskets, washer including MS supporting/fixing the pipe on floor / wall /ceiling with clamps, hangers (using anchor fastners)

as per specification. pipe sleeve of suitable higher size shall be p0vided wherever the pipes are c0ssing the walls/floors and

14 sealing the sleeves with glass wool in between & fire sealent compound at either end all as per P0ject Manager’s

requirements including cutting holes and chases in brick, All hangers, clamps, brackets etc. shall be of MS and floor supports

with vertical pipes unless specified otherwire and then supply of the same shall also be included for rates under this head.

(Fire sealent shall be provided to the contractor free of cost). Cost shall be inclusive of providing roller / slide support,

expansion loops and wooden brackets / blocks for insulated pipes.

a 65 m dia RM 320

b 80 mm dia RM 200

Supplying, installing and testing of 25mm thick nitrile rubber insulation with 24 gauge aluminium clading on chilled water

15 piping and fitting like valves, flanges union, etc. as per the approved shop drawings and specifications.

a) 65 m dia RM 320

b) 80 mm dia RM 200

Providing & Fixing balancing valves upto 80 mm dia shall be orifice type of gunmetal screwed type confirming to BS: 5154 .

a) 65 mm dia Each 12

Providing, installation, testing and commissioning of CI l Y-strainer fabricated Out of 1.6 mm thick stainless steel, Grade 304,

sheet with 3 mm dia holes with CI Flanges

a) 65 mm dia Each 4

b) DSR E&M - 27.15.1 Each 4

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam under Phase - IIA.

BOQ FOR HOT WATER SYSTEM

DSR / NDSR Ref.

S.No ITEM DESCRIPTION UNIT TOTAL QTY

B. ELECTRICAL INSTALLATION FOR HOT WATER SYSTEM

Design, fabrication, assembling, wiring, supply, installation, testing and commissioning of motor control centre

1 shall be fabricated out of 16 gauge CRCA sheet steel. Panels shall be treated with all anticorrosive process before final

approved shade of powder coated paint. 2 Nos. earthing terminals shall be provided for 3 phase, 4 wire, 50 Hz supply

system. PANEL - IP 57

Electrical control panel shall be used for automatic sequansal electric heating element as 55 degree C. These all heaters

to be operated with the help of Digital

temprature controller.

Electric control panel shall be used for operating of indivisual Heatpumps.

Electric Control panel to be used for automatic operation of return pumps with the

Note :- Control panel shall be incorporating of Incomming MCCB, out going MCCB, switch gears, contactors, indicators, auto

and mannual switch, DTC, timers, power cables( copper only) from panel to equipments, control cables,earthing etc. Control

panel should be complete in all respect as per system automatic operation.

6 sq.mm 4 CORE COPPER MOULDED CABLE

1.5 sq.mm 3 CORE COPPER MOULDED CABLE

6 / 9 Amps 3 POLE 230 V COIL OPERATED CONTACTOR 1 No.

2 sq.mm SINGLE COPPER CABLE

1 sq.mm 2CORE SHIELDED CABLE (COMMUNICATION)

63 Amps 4 POLE MCB 2 No.

6 Amps 1 POLE MCB 1 No.

3 Nos. 40A TPN MCB for Heating Elements

2 Nos. 40A TPN MCB for HW Recirculation pump

2 Nos. 40A TPN MCB for HW Return pumps

Incomer suitable for above

Necessary G I Cable Tray with supp0ting arrangement

*All Ball Valves/Check Valves/Strainers to be in B0nze/Gun Metal Set 2

Design, fabrication, assembling, wiring, supply, installation, testing and commissioning of motor cont0l centre

2 shall be fabricated out of 16 gauge CRCA sheet steel. Panels shall be treated with all anticor0sive p0cess before final

app0ved shade of powder coated paint. 2 Nos. earthing terminals shall be p0vided for 3 phase, 4 wire, 50 Hz supply

system. PANEL - IP 57

Electrical control panel shall be used for automatic sequansal electric heating element as 55 degree C. These all heaters

to be operated with the help of Digital

temprature controller.

Electric control panel shall be used for operating of indivisual Heatpumps.

Electric Control panel to be used for automatic operation of return pumps with the

Note :- Control panel shall be incorporating of Incomming MCCB, out going MCCB, switch gears, contactors, indicators, auto

and mannual switch, DTC, timers, power cables( copper only) from panel to equipments, control cables,earthing etc. Control

panel should be complete in all respect as per system automatic operation.

6 sq.mm 4 CORE COPPER MOULDED CABLE

1.5 sq.mm 3 CORE COPPER MOULDED CABLE

6 / 9 Amps 3 POLE 230 V COIL OPERATED CONTACTOR 1 No.

2 sq.mm SINGLE COPPER CABLE

1 sq.mm 2CORE SHIELDED CABLE (COMMUNICATION)

40 Amps 4 POLE MCB 2 No.

6 Amps 1 POLE MCB 1 No.

2 Nos. 32A TPN MCB for HW Recirculation pump

2 Nos. 32A TPN MCB for HW Return pumps

Incomer suitable for above

Necessary G I Cable Tray with supp0ting arrangement

*All Ball Valves/Check Valves/Strainers to be in B0nze/Gun Metal Set 1

Digitally signed by DEEPAK

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR WATER TREATMENT PLANT

Sl No Item Description Unit Qty

I FILTER FEED PUMPS & SEWERAGE SUMP PUMP (CUTTER TYPE)

PUMPS - Raw Water, Water Supply & Sump Pumps

Note- All pumps to be provided with mechanical seal and wearing ring and mechaical

seal. Performance curve should be got approved before placing the order. (All pumps

should be supplied with base frame) (All level controller , water meter & Pumps shall be

BMS compatible. )(all pumps shall be supplied with vibration pad).

Providing & Fixing, testing and commissioning mono block pump, 3 Phase 440 volts/50

1 cycles per second with TEFC induction motor of the following capacity with mechanical

The pump shall be selected for performance at best efficiency point. However, the pump

selection shall be suitable for performance with set point @ + 20% of the rated head.

1.1.1 NS1 Raw Water Feed Pump

a Capacity: 150 LPM

b Head : 35 Metre

c HP -2.2 (Approx.) or as required.

d Impeller:Bronze/ CI - Casing

e Shaft : S/S 420

g Mover : Electric Motor

h Make: AS approved

i Quantity : 2 Nos. (1W+1SB) Set 1

Supplying,installation, testing and commissioning of automatic submersible drainage

pump set with level controller and dry running protection giving a discharge as specified

below, working at 440V, three phase, 50 cycles A.C. supply suitable motor including 10m

cable as per manufactures specification including the supply and fixing of electrical panel

board, 3 phase indicating lamps, incoming and out going switches suitable size wiring,

earthing etc. as per electricity rules, the pump shall have provision for sequence

operation and to operate both the pumps together, complete in all respects with solid

handling capacity of 40mm.

The pump shall be selected for performance at best efficiency point. However, the pump

selection shall be suitable for performance with set point @ + 20% of the rated head.

2.1 NS4a Sewerage sump pump (cutter type)

DisCharge: 300 LPM

Head : 14 metre

HP : 3.5 HP or As required.

Casing : Aluminium alloy /C.I

Impeller & Shaft: S.S. 410

Solid Handling Capacity: 40 mm

Length of water proof cable with

each pump : 10 meter.

Length of GI lifting chain with each

pump : 5 Meter.

Make: AS approved NOS 2

Digitally signed by DEEPAK

Name Of Work: Construction of Student Hostel - 1 & 2, Executive Hostel, Dining and allied Infrastructure at main campus of IIM Visakhapatnam

under Phase - IIA.

BOQ FOR WATER TREATMENT PLANT

Sl No Item Description Unit Qty

Providing fixing, commissioning & Testing suitable complete composite Variable speed

hydropneumatic system consisting of horizontal/vertical multistage centrifugal pumps

having stainless steel (AISI 316L) impellers, shaft and housing, with single mechanical seal

and pressurised tank of necessary capacity, variable frequency drives one dedicated to

each pump, dedicated programmable logic controller, complete with all standard

accessories including pressure transmitters, pressure gauges, non-return & isolating

valves, pressure vessel, with necessary protection and operational devices i.e alternate

pumping operation and shut-off during dry running conditions etc. with suitable

electrical motor to be operated on 400/440 volt 50 cycle AC supply, suitable for following

duty and with total no. of pumps - 4 nos.(3 working+1standby) complete with Control

Unit Panel, manifolds & chassis, as per the approval of Engineer-in-charge. The complete

system shall be provided fully asembled from the OEM factory.

3.1 NS3 Flushing transfer pump inside STP.

Flow rate 275Lpm of each pump

Head 85 metres