Special repair work at JNV Puri (Odisha)

NAME OF WORK: Special repair work at JNV Puri (Odisha)

SUMMARY OF COST

Sl.No Description Amount on Amount on

DSR-2023 Non- DSR

1 School Building 38.05

2 Kitchen / Dining 12.07

3 Girls Dormitories (1 blocks ) 44.59 0.84

4 Boys Dormitories 192 bedded (1 Block) 21.09

5 Boys Dormitories 96 bedded (1 Block) 9.14 0.08

6 Staff Quarters -Type-IV (1 Block) 1.15

7 Staff Quarters -Type-I (2 Block)(G) 2.02

8 Staff Quarters -Type-II (4 Block)(G+1) 3.64

Sub Total 131.75 0.92

G.Total 132.67

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR SCHOOL BUILDING

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR - 2023 Non- DSR (In

(I) STRUCTURE REPAIR & RETROFITTINGS

Expansion Joint Treatment

1 5.45 Providing and fixing of expansion joint system related with wall joint (internal/

external) location as per drawings and direction of Engineer-In- Charge. The

joints shall be of extruded aluminum base members, self aligning / centering

arrangement and support plates as per ASTM B221- 02. The material shall

be such that it provides an Expansion Joints System suitable for vertical

wall to wall/ wall to corner application, both new and existing construction in

office Buildings & complexes with no slipping down tendency amongst the

components of the Joint System. The Joint System shall utilize light weight

aluminum profiles exhibiting minimal exposed aluminum surfaces

mechanically snap locking the multicellular to facilitate movement. (Material

shall confirm to ASTM 6063).

2 5.46 Providing and fixing of expansion joint system of approved make and

manufacture for various roof locations as per approved drawings and

direction of Engineer-In-Charge. The joints shall be of extruded aluminum

base members with, self aligning and self centering arragement support

plates as per ASTM B221-02. The system shall be such that it provides

water tight roof to roof /roof to corner joint cover expansion control system

that is capable of accommodating multidirectional seismic movement without

stress to its components. System shall consist of metal profile that

incorporates a universal aluminum base member designed to accommodate

various project conditions and roof treatments. The cover plate shall be

designed of width and thickness required to satisfy movement and loading

requirements and secured to base members by utilizing manufacturer’s pre-

engineered self-centering arrangement that freely rotates / moves in all

directions. The Self centering arrangement shall exhibit circular sphere ends

that lock and slide inside the corresponding aluminum extrusion cavity to

allow freedom of movement and flexure in all directions including vertical

displacement. The Joint System shall resists damage or deterioration from

the impact of falling ice, exposure to UV, airborne contaminants and

occasional foot traffic from maintenance personnel. Provision of Moisture

Barrier Membrane in the Joint System to have water tight joint is mandatory

requirement. (Material shall confirm to ASTM 6063.)

TOTAL AMOUNT (STRUCTURE REPAIR & RETROFITTINGS): 3,06,589.06 -

TOTAL AMOUNT (STRUCTURE REPAIR & RETROFITTINGS): 3,06,589.06 -

(II) REPAIRS TO ROOF

3 14.91.1 Providing and laying APP (Atactic Polypropylene Polymer) modified

prefabricated five layer 3 mm thick water proofing membrane, black finished

reinforced with non-woven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the same membrane

manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps.

Over the primer coat the layer of membrane shall be laid using Butane Torch

and sealing all joints etc, and preparing the surface complete.

The vital physical and chemical parameters of the membrane shall be as

under : Joint strength in longitudinal and transverse direction at 23°C as

650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as

300/250N. Softening point of membrane not less than 150°C. Cold flexibility

shall be upto 2°C when tested in accordance with ASTM, D - 5147. The

laying of membrane shall be got done through the authorised applicator of

the manufacturer of membrane :

4 14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven,

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

intermittent touch by heating the membrane by Butane Torch as per

manufactures recommendation. 2996.79 Sqm 86.50 2,59,221.44

5 22.14.1 Grading roof for water proofing treatment with

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

aggregate 20mm nominal size) 202.69 Cum 7825.16 15,86,081.25

TOTAL AMOUNT (REPAIRS TO ROOF): 34,80,963.71 -

TOTAL AMOUNT (REPAIRS TO ROOF): 34,80,963.71 -

6 8.10.2 Providing and fixing stone slab with table rubbed, edges rounded and

polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions by

cutting a chase of appropriate width with chase cutter and embedding the

stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per

direction of Engineer-in-charge and finished smooth.

Granite Stone of approved shade

TOTAL AMOUNT (REPAIRS TO TOILETS) 17,741.03 -

TOTAL AMOUNT (REPAIRS TO TOILETS) 17,741.03 -

GRAND TOTAL AMOUNT: 38,05,293.80 -

GRAND TOTAL AMOUNT: 38,05,293.80 -

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR KITCHEN & DINING

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR - 2023 Non- DSR

(i) Structural Repair & Retrofitting

1 26.28 Chipping of unsound/weak concrete material from slabs, beams,

columns etc. with manual Chisel and/ or by standard power driven

percussion type or of approved make including tapering of all edges,

making square shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes etc. and

disposal of debris for all lead and lifts all complete as per direction of

Engineer-In-Charge

A 26.28.2 50mm average thickness 9.00 Sqm 249.43 2,244.86

B 26.28.3 25 mm average thickness 4.50 Sqm 123.33 554.97

2 26.29 Cleaning of reinforcement from rust from the reinforcing bars to give it

a total rust free steel surface by using alkaline chemical rust remover

of approved make with paint brush and removing loose particles after

24 hours of its application with wire brush and thoroughly washing with

water and allowing it to dry, all complete as per direction of Engineer-

26.29.1 Bars upto 12 mm diameter 216.00 Mtr 8.03 1,733.89

3 26.37 Cleaning of exposed concrete surface of sticking material including

loose and foreign material by sand blasting with coarse sand followed

by and including cleaning with oil free air blast as per direction of

Engineer in charge. 46.89 Sqm 372.08 17,446.61

4 26.38 Shotcreting R.C.C. columns, beams and slabs etc. in layers with

approved design mix concrete having the specified minimum

characteristic compressive strength [with ordinary portland cement,

coarse sand and graded stone aggregate of 10 mm maximum size in

proportion as per design criteria] including the cost of centering and

shuttering at edges and corners etc. as directed by Engineerin-

A 26.38.1 25mm thick in Grade M 25 with cement content not less than 330 kg

B 26.38.2 50mm thick in Grade M 25 with cement content not less than 330 kg

Expansion Joint Treatment

5 5.45 Providing and fixing of expansion joint system related with wall joint

(internal/ external) location as per drawings and direction of Engineer-

In- Charge. The joints shall be of extruded aluminum base members,

self aligning / centering arrangement and support plates as per ASTM

B221- 02. The material shall be such that it provides an Expansion

Joints System suitable for vertical wall to wall/ wall to corner

application, both new and existing construction in office Buildings &

complexes with no slipping down tendency amongst the components

of the Joint System. The Joint System shall utilize light weight

aluminum profiles exhibiting minimal exposed aluminum surfaces

mechanically snap locking the multicellular to facilitate movement.

(Material shall confirm to ASTM 6063).

6 5.46 Providing and fixing of expansion joint system of approved make and

manufacture for various roof locations as per approved drawings and

direction of Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self centering

arragement support plates as per ASTM B221-02. The system shall

be such that it provides water tight roof to roof /roof to corner joint

cover expansion control system that is capable of accommodating

multidirectional seismic movement without stress to its components.

System shall consist of metal profile that incorporates a universal

aluminum base member designed to accommodate various project

conditions and roof treatments. The cover plate shall be designed of

width and thickness required to satisfy movement and loading

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering arrangement that freely

rotates / moves in all directions. The Self centering arrangement shall

exhibit circular sphere ends that lock and slide inside the

corresponding aluminum extrusion cavity to allow freedom of

movement and flexure in all directions including vertical displacement.

The Joint System shall resists damage or deterioration from the

impact of falling ice, exposure to UV, airborne contaminants and

occasional foot traffic from maintenance personnel. Provision of

Moisture Barrier Membrane in the Joint System to have water tight

joint is mandatory requirement. (Material shall confirm to ASTM 6063.)

SUB TOTAL 3,65,215.78 -

Digitally signed by JAYA

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR - 2023 Non- DSR

(ii) Repairs to Roof

7 14.91.1 Providing and laying APP (Atactic Polypropylene Polymer) modified

prefabricated five layer 3 mm thick water proofing membrane, black

finished reinforced with non-woven polyester matt consisting of a coat

of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the

same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre

and viscocity 70-160 cps. Over the primer coat the layer of membrane

shall be laid using Butane Torch and sealing all joints etc, and

preparing the surface complete.

The vital physical and chemical parameters of the membrane shall be

as under : Joint strength in longitudinal and transverse direction at

23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse

direction as 300/250N. Softening point of membrane not less than

150°C. Cold flexibility shall be upto 2°C when tested in accordance

with ASTM, D - 5147. The laying of membrane shall be got done

through the authorised applicator of the manufacturer of membrane :

8 14.92 Extra for covering top of membrane with Geotextile, 120 gsm non

woven, 100% polyester of thickness 1 to 1.25 mm bonded to the

membrane with intermittent touch by heating the membrane by

Butane Torch as per manufactures recommendation. 663.42 Sqm 86.50 57,385.63

9 22.14.1 Grading roof for water proofing treatment with

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

aggregate 20mm nominal size) 49.75 Cum 7825.16 3,89,301.61

10 Analysis Repairs to plaster of thickness 12 mm to 20 mm in patches with epoxy

based dampgaurd (Dr. Fixit Make) , including cutting the area of

plaster in proper shape, raking out joints and preparing and plastering

the surface of the walls complete, including disposal of rubbish to the

dumping ground, all complete as per direction of Engineer-in-

Charge.With cement mortar 1:4 (1cement: 4 coarse sand)

TOTAL AMOUNT 8,42,028.40 -

TOTAL AMOUNT 8,42,028.40 -

GRAND TOTAL AMOUNT: 12,07,244.18 -

GRAND TOTAL AMOUNT: 12,07,244.18 -

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR GIRLS DORMITORY (G+1) 1 BLOCK FOR 192 STUDENTS

Sl. DSR- Description Qty Unit DSR None Amount On Amount On

No. 2023 Rate DSR DSR-2023 Non- DSR

(In Rs.) Rate (In Rs.) (In Rs.)

(i) Structural Repair & Retrofitting

1 26.28 Chipping of unsound/weak concrete material from slabs,

beams, columns etc. with manual Chisel and/ or by

standard power driven percussion type or of approved

make including tapering of all edges, making square

shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes

etc. and disposal of debris for all lead and lifts all

complete as per direction of Engineer-In-Charge

A 26.28.2 50mm average thickness 22.50 Sqm 249.43 5,612.14

B 26.28.3 25 mm average thickness 30.00 Sqm 123.33 3,699.83

2 26.29 Cleaning of reinforcement from rust from the reinforcing

bars to give it a total rust free steel surface by using

alkaline chemical rust remover of approved make with

paint brush and removing loose particles after 24 hours

of its application with wire brush and thoroughly washing

with water and allowing it to dry, all complete as per

direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter 840.00 Mtr 8.03 6,742.89

3 26.37 Cleaning of exposed concrete surface of sticking material

including loose and foreign material by sand blasting with

coarse sand followed by and including cleaning with oil

free air blast as per direction of Engineer in charge.

4 26.38 Shotcreting R.C.C. columns, beams and slabs etc. in

layers with approved design mix concrete having the

specified minimum characteristic compressive strength

[with ordinary portland cement, coarse sand and graded

stone aggregate of 10 mm maximum size in proportion

as per design criteria] including the cost of centering and

shuttering at edges and corners etc. as directed by

Engineerin- Charge

Note: Rates shall include the providing necessary ground

wires etc. The levelling gauges, if used, shall be paid for

separately. Payment under this item shall be made only

after proper wet curing has been done and surface has

been satisfactorily evaluated by sounding/ tapping with a

blunt metal instrument.

A 26.38.1 25mm thick in Grade M 25 with cement content not less

than 330 kg per cum 30.00 Sqm 726.73 21,802.01

Expansion Joint Treatment

Digitally signed by JAYA

5 5.44 Providing and fixing of expansion joint system related

with floor location as per drawings and direction of

Engineer-In-Charge. The joints system will be of extruded

aluminum base members, self aligning / self centering

arrangement and support plates etc. as per ASTM B221-

02. The system shall be such that it provides floor to floor

/floor to wall expansion control system for various vertical

localtion in load application areas that accommodates

multi directional seismic movement without stress to it's

components. System shall consist of metal profiles with a

universal aluminum base member designed to

accommodate various project conditions and finish floor

treatments. The cover plate shall be designed of width

and thickness required to satisfy projects movement and

loading requirements and secured to base members by

utilizing manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions.

The Self - centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of movement

and flexure in all directions including vertical

displacement. Provision of Moisture Barrier Membrane in

the Joint System to have watertight joint is mandatory

requirement all as per the manufactures design and as

approved by Engineer -in- Charge. (Material shall confirm

6 5.45 Providing and fixing of expansion joint system related

with wall joint (internal/ external) location as per drawings

and direction of Engineer-In- Charge. The joints shall be

of extruded aluminum base members, self aligning /

centering arrangement and support plates as per ASTM

B221- 02. The material shall be such that it provides an

Expansion Joints System suitable for vertical wall to wall/

wall to corner application, both new and existing

construction in office Buildings & complexes with no

slipping down tendency amongst the components of the

Joint System. The Joint System shall utilize light weight

aluminum profiles exhibiting minimal exposed aluminum

surfaces mechanically snap locking the multicellular to

facilitate movement. (Material shall confirm to ASTM

7 5.46 Providing and fixing of expansion joint system of

approved make and manufacture for various roof

locations as per approved drawings and direction of

Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self

centering arragement support plates as per ASTM B221-

02. The system shall be such that it provides water tight

roof to roof /roof to corner joint cover expansion control

system that is capable of accommodating multidirectional

seismic movement without stress to its components.

System shall consist of metal profile that incorporates a

universal aluminum base member designed to

accommodate various project conditions and roof

treatments. The cover plate shall be designed of width

and thickness required to satisfy movement and loading

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering

arrangement that freely rotates / moves in all directions.

The Self centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of movement

and flexure in all directions including vertical

displacement. The Joint System shall resists damage or

deterioration from the impact of falling ice, exposure to

UV, airborne contaminants and occasional foot traffic

from maintenance personnel. Provision of Moisture

Barrier Membrane in the Joint System to have water tight

joint is mandatory requirement. (Material shall confirm to

Digitally signed by JAYA

TOTAL AMOUNT 3,08,003.34 -

TOTAL AMOUNT 3,08,003.34 -

(ii) Repairs to Roof

8 14.91.1 Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer 3 mm thick

water proofing membrane, black finished reinforced with

non-woven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the

same membrane manufacture of density at 25°C, 0.87-

0.89 kg/ litre and viscocity 70-160 cps. Over the primer

coat the layer of membrane shall be laid using Butane

Torch and sealing all joints etc, and preparing the surface

The vital physical and chemical parameters of the

membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 650/

450N/ 5cm. Tear strength in longitudinal and transverse

direction as 300/250N. Softening point of membrane not

less than 150°C. Cold flexibility shall be upto -2°C when

tested in accordance with ASTM, D - 5147. The laying of

membrane shall be got done through the authorised

applicator of the manufacturer of membrane :

9 14.92 Extra for covering top of membrane with Geotextile, 120

gsm non woven, 100% polyester of thickness 1 to 1.25

mm bonded to the membrane with intermittent touch by

heating the membrane by Butane Torch as per

manufactures recommendation. 1,647.79 Sqm 86.50 1,42,533.34

10 22.14.1 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size) 99.13 Cum 7825.16 7,75,707.90

TOTAL AMOUNT 18,17,612.19 -

TOTAL AMOUNT 18,17,612.19 -

(iii) Repair to Toilets

11 15.2 Demolishing cement concrete manually/ by mechanical

means including disposal of material within 50 metres

lead as per direction of Engineer - in - charge.

A 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c

equivalentdesign mix) 4.80 Cum 2368.53 11,368.92

12 15.23 Dismantling tile work in floors and roofs laid in cement

mortar including stacking material within 50 metres lead.

15.23.1 For thickness of tiles 10 mm to 25 mm 221.28 Sqm 71.42 15,803.42

13 11.41A.3.1 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.Glazed

Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600

14 Analysis Providing and fixing Ist quality Glazed vitrified tiles

polished finish of size 450 x 600 mm 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 sand) and jointing with grey

cement slurry @ 3.3kg per sqm, including pointing in

white cement mixed with pigment of matching shade

Digitally signed by JAYA

15 22.5 Providing and laying water proofing treatment in sunken

portion of WCs, bathroom etc., by applying cement slurry

mixed with water proofing cement compound consisting

of applying : a) First layer of slurry of cement @ 0.488

kg/sqm mixed with water proofing cement compound @

0.253 kg/sqm. This layer will be allowed to air cure for 4

hours. b) Second layer of slurry of cement @ 0.242

kg/sqm mixed with water proofing cement compound @

0.126 kg/sqm. This layer will be allowed to air cure for 4

hours followed with water curing for 48 hours. The rate

includes preparation of surface, treatment and sealing of

all joints, corners, junctions of pipes and masonry with

polymer mixed slurry.

16 MR Providing and filling of cinder in sunken portions. 2.94 CUM 2,374.40 6,980.74

17 15.56 Dismantling old plaster or skirting raking out joints and

cleaning the surface for plaster including disposal of

rubbish to the dumping ground within 50 metres lead.

18 15.60 Disposal of building rubbish / malba / similar

unserviceable, dismantled or waste materials by

mechanical means, including loading, ransporting,

unloading to approved municipal dumping ground or as

approved by Engineer-in-charge, beyond 50 m initial

lead, for all leads

including all lifts involved. 9.33 Cum 256.82 2,396.16

19 13.91 Removing dry or oil bound distemper, water proofing

cement paint and the like by scrapping, sand papering

and preparing the surface smooth including necessary

repairs to scratches etc. complete. 634.43 Sqm 24.47 15,525.10

20 13.5 15mm cement plaster on rough side of single or half

brick wall of mix

21 13.16 6mm cement plaster to ceiling of mix :

22 13.82 Wall painting with acrylic emulsion paint, 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.

23 13.81 Distempering with 1st quality acrylic distemper (ready

mixed) having VOC (Volatile Organic Compound )

content less than 50 gram/ litre, of approved brand and

manufacturer including applying additional coats

wherever required to achieve even shade and colour

13.81.1 Old work (one or more coats)

13.81.1 Old work (one or more coats) 634.43 Sqm 61.01 38,704.73

24 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. 191.30 Sqm 151.84 29,046.35

25 15.12 Dismantling doors, windows and clerestory windows

(steel or wood) shutter including chowkhats, architrave,

holdfasts etc. complete and stacking within 50 metres

15.12.1 Of area 3 sq. metres and below 25.00 Each 357.29 8,932.14

26 15.13 Taking out doors, windows and clerestory window

shutters (steel or wood) including stacking within 50

15.13.1 Of area 3 sq. metres and below 9.00 Each 139.63 1,256.63

27 14.5 Renewing glass panes, with putty and nails wherever

including racking out the old putty: -

14.5.1 Float glass panes of nominal thickness 4 mm

(weight not less than 10kg/sqm) 7.20 Sqm 1061.20 7,640.66

Digitally signed by JAYA

28 14.9 Renewal of old putty of glass panes (length) 36.00 Mtr 54.63 1,966.82

29 9.48.1 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 coat with approved steel

primer all complete .Fixed to steel windows by welding

30 9.68 Providing and fixing oxidised M.S. casement stays

(straight peg type) with necessary screws etc. complete

9.68.1 300 mm weighing not less than 200gms. 20.00 Each 65.58 1,311.60

31 9.70 Providing and fixing IS : 12817 marked stainless steel

butt hinges with stainless steel screws etc. complete :

32 MR Providing & fixing Stainless steel sliding door bolts ISI

marked anodised (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required

colour or shade with nuts and screws etc complete. (a)

33 MR Providing and fixing stainless steel towerbolts (barrel

type) with necessary screws etc. complete. -

34 9.165 Providing and fixing bright /matt finished Stainless Steel

handles of approved quality & make with necessary

screws etc all complete. (a) 125 mm.

35 9.101 Providing and fixing aluminium hanging floor door

stopper ISI marked anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed

to required colour or shade with necessary screws etc.

9.101.2 Twin rubber stopper 24.00 Each 70.40 1,689.52

36 8.2.2.1 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 rubbing, curing, moulding and polishing to

edges to give high gloss finish etc. complete at all levels.

Area of slab upto 0.50 sqm

37 9.122 Providing and fixing to existing door frames. -

9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush

door shutter in different plain and wood finish made with

fire retardant grade unsaturated polyester resin, moulded

to 3 mm thick FRP laminate all around, with suitable

wooden blocks inside at required places for fixing of

fittings and polyurethane foam PUF)/ Polystyrene foam to

be used as filler material throughout the hollow panel,

casted monolithically with testing parameters of F.R.P.

laminate conforming to table - 3 of IS: 14856, complete

as per direction of Engineer-in-charge.

38 10.11 Providing and fixing factory made ISI marked steel

glazed doors, windows and ventilators, side /top /centre

hung, with beading and all members such as F7D, F4B,

K11 B and K12 B etc. complete of standard rolled steel

sections, joints mitred and flash butt welded and sash

bars tenoned steel sections, joints mitred and flash butt

welded and sash bars tenoned and riveted, including

providing and fixing of hinges, pivots, including priming

coat of approved steel primer, but excluding the cost of

other fittings, complete all as per approved design,

(sectional weight of only fittings, complete all as per

approved design, (sectional weight of only steel members

shall be measured for payment).

Digitally signed by JAYA

10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in

cement concrete block 15x10x10 cm of C.C. 1:3:6 (1

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size 129.60 Kg 127.51 16,525.51

39 10.15 Providing and fixing M.S. Tubular frames for doors,

windows, ventilators and cupboard with rectangular/ L-

Type sections, made of 1.60 mm thick M.S. Sheet, joints

mitred, welded and grinded finish, with profiles of

required size, including fixing of necessary butt hinges

and screws and applying a priming coat of approved steel

10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in

cement concrete block 15x10x10 cm of C.C. 1:3:6 (1

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size) 35.06 Kg 189.93 6,658.93

40 10.30 Providing & fixing glass panes with putty and glazing clips

in steel doors,windows, clerestory windows, all complete

10.30.1 4.0 mm thick glass panes 7.20 Sqm 1035.90 7,458.51

13.50 Applying priming coat :

41 13.50.3 With ready mixed red oxide zinc chromate primer of

approved brand and manufacture on steel galvanised

iron/ steel works 1.30 Sqm 65.58 85.25

42 13.61 Painting with synthetic enamel paint of approved brand

and manufacture of required colour to give an even

13.61.1 Two or more coats on new work 1.30 Sqm 151.69 197.20

1 15.42 Dismantling C.I. or asbestos rain water pipe with fittings

and clamps including stacking the material within 50

2 15.44 Dismantling G.I. pipes (external work) including

excavation and refilling trenches after taking out the

pipes, manually/ by mechanical means including stacking

of pipes within 50 metres lead as per direction of

Engineer-in-charge :

3 15.45 Dismantling C.I. pipes including excavation and refilling

trenches after taking out the pipes, manually/ by

mechanical means breaking lead caulked joints, melting

of lead and making into blocks including stacking of

pipes & lead at site within 50 metre lead as per direction

of Engineer-in-charge:

4 15.48 Taking out C.I. cover with frame from R.C.C. top slab of

manholes of various sizes including demolishing of

R.C.C. work manually/ by mechanical means and

stacking of useful materials near the site and disposal of

unserviceable materials within 50 metres lead as per

direction of Engineer-in-charge. 4.00 Each 678.57 2,714.28

5 15.51 Dismantling of road gully chamber of various sizes

including C.I. grating with frame including stacking of

useful materials near the site and disposal of

unserviceable materials within 50 metres lead including

refilling the excavated gap. 4.00 Each 932.86 3,731.46

6 14.82 Dismantling W.C. Pan of all sizes including disposal of

dismantled materials i/c malba all complete as per

directions of Engineer-in- Charge. 14.00 Each 130.48 1,826.71

7 15.53 Dismantling of C.I. sluice valve including stacking of

useful materials within a lead of 50 metres

15.53.1 Up to 150 mm diameter 5.00 Each 310.87 1,554.37

8 19.24 Dismantling of manhole including R.C.C. top slab, C.I.

cover with frame, including stacking of useful materials

near the site and disposal of unserviceable materials

within 50 m lead as per direction of Engineer- charge :

Digitally signed by JAYA

19.24.1 Rectangular manhole 90x80 cm and 45 cm deep 2.00 Each 2472.25 4,944.49

9 12.41 Providing and fixing on wall face unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion, (i) Single

socketed pipes.

10 12.42 Providing and fixing on wall face unplasticised - PVC

moulded fittings/ accessories for unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.1.2 a) Coupler

11 13.96 Painting (one or more coats) on rain water, soil, waste

and vent pipes and fittings with synthetic enamel paint of

approved brand and manufacture and required colour on

13.96.1 75 mm diameter pipes 15.00 Mtr 27.44 411.58

13.96.2 100 mm diameter pipes 15.00 Mtr 35.27 529.07

12 17.1 Providing and fixing water closet squatting pan (Indian

type W.C. pan ) with 100 mm sand cast Iron P or S trap,

10 litre low level white P.V.C. flushing cistern, including

flush pipe, with manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and fixtures

complete, including cutting and making good the walls

and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size

580x440 mm with integral type foot rests 12.00 Each 6584.68 79,016.16

13 17.2 Providing and fixing white vitreous china pedestal type

water closet (European type W.C. pan) with seat and lid,

10 litre low level white P.V.C. flushing cistern, including

flush pipe, with manually controlled device (handle lever),

conforming to IS : 7231, with all fittings and fixtures

complete, including cutting and making good the walls

and floors wherever required.

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid

14 17.7 Providing & fixing white vitreous china wash basin with

C.I. brackets painted white, 15mm C.P. brass pillar taps,

C.P. brass chain with rubber plug, 32mm C.P. brass

waste of standard pattern including cutting & making

good the walls wherever required.

17.7.4 a) Flat back wash Basin size 550x400 mm with single

15mm C.P. brass pillar tap. 2.00 Each 1828.46 3,656.92

15 17.23 Providing and fixing white vitreous china flat back or wall

corner type lipped front urinal basin of 430x260x350 mm

or 340x410x265 mm sizes respectively.

16 17.28 Providing and fixing flexible P.V.C. waste pipe for sink or

wash basin including PVC waste fittings complete.

17.28.2.1 a) 32mm dia (for wash basin) 2.00 Each 116.32 232.64

17.28.2.2 b) 40mm dia (for sink and urinal) 6.00 Each 116.32 697.93

17 MR Providing & fixing C.P. Brass health faucet for ablution

with 1 meter long PVC tube, hand shower, couplings, wall

hook and other accessories. 2.00 Each 1831.00 3,662.00

18 MR Providing and fixing CP Brass soap dish 109 mm wide,

125 mm high and 112 mm distance from wall of standard

shape with bracket and all fittings of the same material of

approved quality and colour.

19 17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm

breadth, weighing not less than 60 gms

Digitally signed by JAYA

20 Providing, fixing, jointing and testing in position of ISI

marked UV stabilized UPVC pipes for soil, waste, and

vent, Type-B as per IS : 13592 suitable for rubber ring

joints, including all neccessary specials and fittings

(confirming to IS:14735) i.e. bends, tees, junctions (with

or without doors), reducers, WC connectors, couplers,

expansion joints / bellows, cowels, clamps, rubber rings,

clean outs etc. fixing at wall/ ceiling/ floor level supported

by clamp & hangers etc. in concealed / inside duct /

under floor & basement ceiling / external work etc.

including chase cutting as required, excavation and back

filling in all kind of soils, suspended from floor under false

ceiling or embedding the pipes laid under floors / building

in 75 mm. alround 1:2:4 cement concrete (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal

size) including cost of shuttering for proper completion of

the work, breaking and making good the walls and floors

etc. after pipes have been duly laid and tested. The

rubber ring shall confirm to IS:5382.The Pipes will be

supported with threaded G I rods & U clamps with nuts,

washers etc on 50x50x5 mm slotted angle. The cost will

include all support arrangements. The work includes

commissioning of all pipes lines as per drawings and

specifications and as directed by engg-in-charge at site.

MR 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 15.00 Mtr 750.00 11,250.00

MR 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 20.00 Mtr 550.00 11,000.00

21 Providing & fixing UPVC Floor trap of self cleansing

design with stainless steel grating complete in all

MR Multi Floor Trap (5" Ht) with height raiser and branch

saddle strip of 50/75 mm outlet 2.00 Each 673.00 1,346.00

MR Plain Floor Trap (4" Ht) with 50 / 75 outlet and with height

MR P-Trap type Floor Trap 110 x 75 mm 10.00 Each 565.00 5,650.00

22 MR Extra for providing & fixing 125 mm dia C.P. grating in

place of C.I. grating over floor traps. 13.00 Each 597.00 7,761.00

23 MR Providing & fixing of SS Floor Cleanout, round or square

with rubber seal and flat round cover with screws and

other required fitting complete as required.

Providing and fixing 100 mm sand cast Iron grating for

gully trap. 51.81 207.25

25 17.31 Providing & fixing 600x450mm bevelled edge mirror of

superior glass (of approved quality) complete with 6mm

thick asbestos cement sheet ground fixed to wooden

cleats with C.P. brass screws and washers. 2.00 Each 1564.54 3,129.07

26 17.34 Providing and fixing toilet paper holder :

17.34.2 Vitreous china 2.00 Each 531.60 1,063.20

27 17.35 Providing & fixing soil, waste and vent pipes.

17.35.1.2 a) 100mm dia centrifugally cast iron S & S pipe. 5.00 Mtr 1148.87 5,744.35

17.35.2.2 b) 75mm dia centrifugally cast iron S & S pipe. 5.00 Mtr 1153.98 5,769.89

28 17.37 Providing & fixing M.S. holder bat clamps of approved

design to sand cast iron/centrifugally cast (Spun) iron S &

S pipe embeded in & including cement concrete blocks

10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4

graded stone aggregate 20mm nominal size). Including

cost of cutting holes & making good the walls etc.

29 17.38 Providing and fixing bend of required degree with access

door, insertion rubber washer 3mm thick, bolts and nuts

17.38.1.2 Sand cast iron S&S as per IS - 3989 2.00 Each 686.16 1,372.32

17.38.2.2 Sand cast iron S&S as per IS- 3989 2.00 Each 508.49 1,016.98

Digitally signed by JAYA

30 17.39 Providing and fixing plain cast iron S & S sanitary bend.

17.39.1.1 Sand cast iron S&S as per IS - 1729 2.00 Each 457.75 915.50

17.39.2.2 Sand cast iron S&S as per IS - 3989 2.00 Each 379.96 759.91

31 17.43 Providing and fixing centrifugaly cast iron single equal

plain junction of required degree.

32 17.56 Providing and fixing cast iron terminal guard.

33 17.57 Providing & fixing cast iron coller.

17.57.1.2 Sand cast iron S&S as per IS - 3989 2.00 Each 499.29 998.59

17.57.2.2 Sand cast iron S&S as per IS - 3989 2.00 Each 352.27 704.55

34 17.58 Providing lead caulked joints to sand cast

iron/centrifugally cast (spun) iron pipes & fitting of

35 17.60 Providing & fixing cast iron trap of self cleansing design

with or without ventarm complete, including cost of

cutting & making good the walls & floors.

36 17.75 Providing and fixing PTMT 15 mm Urinal spreader size

95x69x100 mm with 1/2" BSP thread and shapes,

weighing not less than 60 gms. 6.00 Each 104.31 625.83

37 17.76 Providing and fixing PTMT urinal cock of approved

quality and colour.

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and

30mm wide with BSP female threads weighing not less

38 18.8 Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at 1.00 m spacing.

This includes jointing of pipes & fittings with one step

CPVC solvent cement and the cost of cutting chases and

making good the same including testing of joints

complete as per direction of Engineer in Charge.

18.8.1 15 mm nominal outer dia Pipes 65.00 Mtr 484.36 31,483.36

18.8.2 20 mm nominal outer dia Pipes 45.00 Mtr 523.08 23,538.82

18.8.3 25 mm nominal outer dia Pipes 35.00 Mtr 610.31 21,361.00

18.8.4 32 mm nominal outer dia Pipes 20.00 Mtr 719.34 14,386.78

39 18.16 Providing and fixing brass stop cock of approved quality.

40 18.17 Providing and fixing gun metal gate valve with wheel of

approved quality.

18.17.1 a) 25mm dia nominal bore 4.00 Each 605.60 2,422.38

18.17.2 b) 32mm dia nominal bore 4.00 Each 670.98 2,683.92

41 18.18 Providing and fixing ball valve (brass) of approved quality

complete. (High or low pressure with plastic floats).

18.18.3 a) 25mm. Nominal bore 4.00 Each 451.52 1,806.08

42 18.21 Providing and fixing 30 cm long unplasticised PVC

connection pipe with brass unions.

18.21.1.1 a) 15mm nominal bore 4.00 Each 82.71 330.82

43 18.21 Providing and fixing 45 cm long unplasticised PVC

connection pipe with brass unions.

18.21.2.1 a) 15mm nominal bore 4.00 Each 95.11 380.44

Digitally signed by JAYA

44 18.48 Providing and placing on terrace (at all floor levels)

polyethylene water storage tank of approved brand and

manufacture with cover and suitable locking arrangement

and making necessary holes for inlet, outlet and overflow

pipes but without fittings and the base support for tank.

45 18.49 Providing & fixing CP brass bib cock of approved quality

conforming to IS 8931

18.49.1 a) 15mm nominal bore 20.00 Each 493.12 9,862.33

46 18.51 Providing & fixing C.P. brass long body bib cock of

approved quality conforming to IS standards and

weighing not less than 690 gms.

18.51.1 a) 15mm nominal bore 1.00 Each 777.38 777.38

47 18.53 Providing and fixing C.P. brass angle valve for basin

mixer and geyser points of approved quality conforming

18.53.1 15mm nominal bore 2.00 Each 558.79 1,117.59

48 18.53A Providing and fixing C.P. Brass extension nipple (size

15mmx50mm) of approved make and quality as per

direction of Engineer-in-charge. 2.00 Each 72.78 145.56

49 18.75 Providing and fixing PTMT extension nipple for water

tank pipe, fittings of approved quality and colour.

18.75.3 25mm nominal bore, weighing not less than 62 gms 2.00 Each 110.29 220.58

50 18.76 Cutting holes up to 30x30 cm in walls including making

18.76.1 With common burnt clay F.P.S. (non modular) bricks

51 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs

for passing drain pipe etc. and repairing the hole after

insertion of drain pipe etc. with cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size), including finishing complete so as to

make it leak proof. 4.00 Each 439.80 1,759.18

52 18.78 Making chases up to 7.5x7.5 cm in walls including

making good and finishing with matching surface after

housing G.I. pipe etc. 25.00 Mtr 197.42 4,935.54

TOTAL AMOUNT 4,21,400.47 43,056.00

TOTAL AMOUNT 4,21,400.47 43,056.00

GRAND TOTAL AMOUNT 44,59,352.08 83,636.74

GRAND TOTAL AMOUNT 44,59,352.08 83,636.74

say in lacs 44.59 0.84

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR BOYS DORMITORY (G+1) 1 BLOCK FOR 192 STUDENTS

Sl. DSR- Description Qty Unit DSR Non- Amount On Amount On

No. 2023 Rate DSR DSR-2023 Non- DSR

(In Rs.) Rate (In Rs.) (In Rs.)

(i) Structural Repair & Retrofitting

1 26.28 Chipping of unsound/weak concrete material from slabs,

beams, columns etc. with manual Chisel and/ or by

standard power driven percussion type or of approved

make including tapering of all edges, making square

shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes

etc. and disposal of debris for all lead and lifts all

complete as per direction of Engineer-In-Charge

A 26.28.2 50mm average thickness 11.25 Sqm 249.43 2,806.07

B 26.28.3 25 mm average thickness 30.00 Sqm 123.33 3,699.83

2 26.29 Cleaning of reinforcement from rust from the reinforcing

bars to give it a total rust free steel surface by using

alkaline chemical rust remover of approved make with

paint brush and removing loose particles after 24 hours

of its application with wire brush and thoroughly washing

with water and allowing it to dry, all complete as per

direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter 660.00 Mtr 8.03 5,297.99

3 26.37 Cleaning of exposed concrete surface of sticking material

including loose and foreign material by sand blasting with

coarse sand followed by and including cleaning with oil

free air blast as per direction of Engineer in charge.

4 26.38 Shotcreting R.C.C. columns, beams and slabs etc. in

layers with approved design mix concrete having the

specified minimum characteristic compressive strength

[with ordinary portland cement, coarse sand and graded

stone aggregate of 10 mm maximum size in proportion

as per design criteria] including the cost of centering and

shuttering at edges and corners etc. as directed by

Engineerin- Charge

Note: Rates shall include the providing necessary ground

wires etc. The levelling gauges, if used, shall be paid for

separately. Payment under this item shall be made only

after proper wet curing has been done and surface has

been satisfactorily evaluated by sounding/ tapping with a

blunt metal instrument.

A 26.38.1 25mm thick in Grade M 25 with cement content not less

than 330 kg per cum 30.00 Sqm 726.73 21,802.01

Expansion Joint Treatment

Digitally signed by JAYA

5 5.44 Providing and fixing of expansion joint system related

with floor location as per drawings and direction of

Engineer-In-Charge. The joints system will be of extruded

aluminum base members, self aligning / self centering

arrangement and support plates etc. as per ASTM B221-

02. The system shall be such that it provides floor to floor

/floor to wall expansion control system for various vertical

localtion in load application areas that accommodates

multi directional seismic movement without stress to it's

components. System shall consist of metal profiles with a

universal aluminum base member designed to

accommodate various project conditions and finish floor

treatments. The cover plate shall be designed of width

and thickness required to satisfy projects movement and

loading requirements and secured to base members by

utilizing manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions.

The Self - centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of movement

and flexure in all directions including vertical

displacement. Provision of Moisture Barrier Membrane in

the Joint System to have watertight joint is mandatory

requirement all as per the manufactures design and as

approved by Engineer -in- Charge. (Material shall confirm

6 5.45 Providing and fixing of expansion joint system related

with wall joint (internal/ external) location as per drawings

and direction of Engineer-In- Charge. The joints shall be

of extruded aluminum base members, self aligning /

centering arrangement and support plates as per ASTM

B221- 02. The material shall be such that it provides an

Expansion Joints System suitable for vertical wall to wall/

wall to corner application, both new and existing

construction in office Buildings & complexes with no

slipping down tendency amongst the components of the

Joint System. The Joint System shall utilize light weight

aluminum profiles exhibiting minimal exposed aluminum

surfaces mechanically snap locking the multicellular to

facilitate movement. (Material shall confirm to ASTM

7 5.46 Providing and fixing of expansion joint system of

approved make and manufacture for various roof

locations as per approved drawings and direction of

Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self

centering arragement support plates as per ASTM B221-

02. The system shall be such that it provides water tight

roof to roof /roof to corner joint cover expansion control

system that is capable of accommodating multidirectional

seismic movement without stress to its components.

System shall consist of metal profile that incorporates a

universal aluminum base member designed to

accommodate various project conditions and roof

treatments. The cover plate shall be designed of width

and thickness required to satisfy movement and loading

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering

arrangement that freely rotates / moves in all directions.

The Self centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of movement

and flexure in all directions including vertical

displacement. The Joint System shall resists damage or

deterioration from the impact of falling ice, exposure to

UV, airborne contaminants and occasional foot traffic

from maintenance personnel. Provision of Moisture

Barrier Membrane in the Joint System to have water tight

joint is mandatory requirement. (Material shall confirm to

Digitally signed by JAYA

SUB TOTAL (for 1 block) 2,91,152.69 -

(ii) Repairs to Roof

8 14.91.1 Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer 3 mm thick

water proofing membrane, black finished reinforced with

non-woven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the

same membrane manufacture of density at 25°C, 0.87-

0.89 kg/ litre and viscocity 70-160 cps. Over the primer

coat the layer of membrane shall be laid using Butane

Torch and sealing all joints etc, and preparing the surface

The vital physical and chemical parameters of the

membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 650/

450N/ 5cm. Tear strength in longitudinal and transverse

direction as 300/250N. Softening point of membrane not

less than 150°C. Cold flexibility shall be upto -2°C when

tested in accordance with ASTM, D - 5147. The laying of

membrane shall be got done through the authorised

applicator of the manufacturer of membrane :

9 14.92 Extra for covering top of membrane with Geotextile, 120

gsm non woven, 100% polyester of thickness 1 to 1.25

mm bonded to the membrane with intermittent touch by

heating the membrane by Butane Torch as per

manufactures recommendation. 1,647.79 Sqm 86.50 1,42,533.34

10 22.14.1 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size) 99.13 Cum 7825.16 7,75,707.90

SUB TOTAL (for 1 block) 18,17,612.19 -

GRAND TOTAL AMOUNT 21,08,764.88

GRAND TOTAL AMOUNT 21,08,764.88

say in lacs 21.09 -

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR BOYS DORMITORY (G+1) 1 BLOCK FOR 96 STUDENTS

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR-2023 Non- DSR

(i) Structural Repair & Retrofitting

1 26.28 Chipping of unsound/weak concrete material from

slabs, beams, columns etc. with manual Chisel and/ or

by standard power driven percussion type or of

approved make including tapering of all edges, making

square shoulders of cavities including cleaning the

exposed concrete surface and reinforcement with wire

brushes etc. and disposal of debris for all lead and lifts

all complete as per direction of Engineer-In-Charge

A 26.28.2 50 mm average thickness 3.30 Sqm 249.43 823.11

B 26.28.3 25 mm average thickness 6.00 Sqm 123.33 739.97

2 26.29 Cleaning of reinforcement from rust from the reinforcing

bars to give it a total rust free steel surface by using

alkaline chemical rust remover of approved make with

paint brush and removing loose particles after 24 hours

of its application with wire brush and thoroughly

washing with water and allowing it to dry, all complete

as per direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter 148.80 Mtr 8.03 1,194.45

3 26.37 Cleaning of exposed concrete surface of sticking

material including loose and foreign material by sand

blasting with coarse sand followed by and including

cleaning with oil free air blast as per direction of

Engineer in charge. 4.20 Sqm 372.08 1,562.72

4 26.38 Shotcreting R.C.C. columns, beams and slabs etc. in

layers with approved design mix concrete having the

specified minimum characteristic compressive strength

[with ordinary portland cement, coarse sand and

graded stone aggregate of 10 mm maximum size in

proportion as per design criteria] including the cost of

centering and shuttering at edges and corners etc. as

directed by Engineerin- Charge

Note: Rates shall include the providing necessary

ground wires etc. The levelling gauges, if used, shall be

paid for separately. Payment under this item shall be

made only after proper wet curing has been done and

surface has been satisfactorily evaluated by sounding/

tapping with a blunt metal instrument.

A 26.38.1 25mm thick in Grade M 25 with cement content not less

than 330 kg per cum 6.00 Sqm 726.73 4,360.40

5 MR Re-Baring of MS bar 10 mm dia with Fisher Chemical

including drilling of hole, cleaning, and fixing of bar

complete as per direction of Engineer-in-Charge.

Expansion Joint Treatment

Digitally signed by JAYA

6 5.44 Providing and fixing of expansion joint system related

with floor location as per drawings and direction of

Engineer-In-Charge. The joints system will be of

extruded aluminum base members, self aligning / self

centering arrangement and support plates etc. as per

ASTM B221-02. The system shall be such that it

provides floor to floor /floor to wall expansion control

system for various vertical localtion in load application

areas that accommodates multi directional seismic

movement without stress to it's components. System

shall consist of metal profiles with a universal aluminum

base member designed to accommodate various

project conditions and finish floor treatments. The cover

plate shall be designed of width and thickness required

to satisfy projects movement and loading requirements

and secured to base members by utilizing

manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions.

The Self - centering arrangement shall exhibit circular

sphere ends that lock and slide inside the

corresponding aluminum extrusion cavity to allow

freedom of movement and flexure in all directions

including vertical displacement. Provision of Moisture

Barrier Membrane in the Joint System to have

watertight joint is mandatory requirement all as per the

manufactures design and as approved by Engineer -in-

Charge. (Material shall confirm to ASTM 6063).

7 5.45 Providing and fixing of expansion joint system related

with wall joint (internal/ external) location as per

drawings and direction of Engineer-In- Charge. The

joints shall be of extruded aluminum base members,

self aligning / centering arrangement and support plates

as per ASTM B221- 02. The material shall be such that

it provides an Expansion Joints System suitable for

vertical wall to wall/ wall to corner application, both new

and existing construction in office Buildings &

complexes with no slipping down tendency amongst the

components of the Joint System. The Joint System

shall utilize light weight aluminum profiles exhibiting

minimal exposed aluminum surfaces mechanically snap

locking the multicellular to facilitate movement.

(Material shall confirm to ASTM 6063).

8 5.46 Providing and fixing of expansion joint system of

approved make and manufacture for various roof

locations as per approved drawings and direction of

Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self

centering arragement support plates as per ASTM

B221-02. The system shall be such that it provides

water tight roof to roof /roof to corner joint cover

expansion control system that is capable of

accommodating multidirectional seismic movement

without stress to its components. System shall consist

of metal profile that incorporates a universal aluminum

base member designed to accommodate various

project conditions and roof treatments. The cover plate

shall be designed of width and thickness required to

satisfy movement and loading requirements and

secured to base members by utilizing manufacturer’s

pre-engineered self-centering arrangement that freely

rotates / moves in all directions. The Self centering

arrangement shall exhibit circular sphere ends that lock

and slide inside the corresponding aluminum extrusion

cavity to allow freedom of movement and flexure in all

directions including vertical displacement. The Joint

System shall resists damage or deterioration from the

impact of falling ice, exposure to UV, airborne

contaminants and occasional foot traffic from

maintenance personnel. Provision of Moisture Barrier

Membrane in the Joint System to have water tight joint

is mandatory requirement. (Material shall confirm to

Digitally signed by JAYA

(ii) Repairs to Roof

9 14.91.1 Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer 3 mm thick

water proofing membrane, black finished reinforced

with non-woven polyester matt consisting of a coat of

bitumen primer for bitumen membrane @ 0.40 litre/sqm

by the same membrane manufacture of density at

25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over

the primer coat the layer of membrane shall be laid

using Butane Torch and sealing all joints etc, and

preparing the surface complete. The vital physical and

chemical parameters of the membrane shall be as

under : Joint strength in longitudinal and transverse

direction at 23°C as 650/ 450N/ 5cm. Tear strength in

longitudinal and transverse direction as 300/250N.

Softening point of membrane not less than 150°C. Cold

flexibility shall be upto -2°C when tested in accordance

with ASTM, D - 5147. The laying of membrane shall be

got done through the authorised applicator of the

manufacturer of membrane : 3 mm thick

10 14.92 Extra for covering top of membrane with Geotextile,

120 gsm non woven, 100% polyester of thickness 1 to

1.25 mm bonded to the membrane with intermittent

touch by heating the membrane by Butane Torch as

per manufactures recommendation.

11 22.14.1 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size) 43.96 Cum 7825.16 3,43,993.94

SUB TOTAL 7,13,613.59 -

GRAND TOTAL AMOUNT 9,13,886.47 8,162.00

GRAND TOTAL AMOUNT 9,13,886.47 8,162.00

say in lacs 9.14 0.08

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR TYPE-II STAFF QUARTER (4 BLOCK) (G+1)

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR-2023 Non- DSR

(I) STRUCTURE REPAIR & RETROFITTINGS

1 26.29 Cleaning of reinforcement from rust from the

reinforcing bars to give it a total rust free steel

surface by using alkaline chemical rust remover of

approved make with paint brush and removing

loose particles after 24 hours of its application with

wire brush and thoroughly washing with water and

allowing it to dry, all complete as per direction of

Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter 108 Mtr 8.03 866.94

2 26.37 Cleaning of exposed concrete surface of sticking

material including loose and foreign material by

sand blasting with coarse sand followed by and

including cleaning with oil free air blast as per

direction of Engineer in charge. 13.8 Sqm 372.08 5,134.64

3 26.38 Shotcreting R.C.C. columns, beams and slabs etc.

in layers with approved design mix concrete having

the specified minimum characteristic compressive

strength [with ordinary portland cement, coarse

sand and graded stone aggregate of 10 mm

maximum size in proportion as per design criteria]

including the cost of centering and shuttering at

edges and corners etc. as directed by Engineerin-

Note: Rates shall include the providing necessary

ground wires etc. The levelling gauges, if used,

shall be paid for separately. Payment under this

item shall be made only after proper wet curing has

been done and surface has been satisfactorily

evaluated by sounding/ tapping with a blunt metal

26.38.1 25mm thick in Grade M 25 with cement content not

less than 330 kg per cum 18.24 Sqm 726.73 13,255.62

4 4.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural ources)

TOTAL AMOUNT: (4-Block) 20,483.72 -

TOTAL AMOUNT: (4-Block) 20,483.72 -

(II) REPAIRS TO ROOF

Digitally signed by JAYA

5 14.91.1 Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer 3 mm

thick water proofing membrane, black finished

reinforced with non-woven polyester matt

consisting of a coat of bitumen primer for bitumen

membrane @ 0.40 litre/sqm by the same

membrane manufacture of density at 25°C, 0.87-

0.89 kg/ litre and viscocity 70-160 cps. Over the

primer coat the layer of membrane shall be laid

using Butane Torch and sealing all joints etc, and

preparing the surface complete.

The vital physical and chemical parameters of the

membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as

650/ 450N/ 5cm. Tear strength in longitudinal and

transverse direction as 300/250N. Softening point

of membrane not less than 150°C. Cold flexibility

shall be upto -2°C when tested in accordance with

ASTM, D - 5147. The laying of membrane shall be

got done through the authorised applicator of the

manufacturer of membrane :

6 14.92 Extra for covering top of membrane with

Geotextile, 120 gsm non woven, 100% polyester of

thickness 1 to 1.25 mm bonded to the membrane

with intermittent touch by heating the membrane by

Butane Torch as per manufactures

recommendation. 543.96 Sqm 86.50 47,052.38

TOTAL AMOUNT: (4-Block) 3,43,948.11 -

TOTAL AMOUNT: (4-Block) 3,43,948.11 -

GRAND TOTAL AMOUNT 3,64,431.83

GRAND TOTAL AMOUNT 3,64,431.83

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR TYPE-I STAFF QUARTER (2 BLOCK) (G+1)

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR-2023 Non- DSR

(I) STRUCTURE REPAIR & RETROFITTINGS

1 26.28 Chipping of unsound/weak concrete material from slabs,

beams, columns etc. with manual Chisel and/ or by

standard power driven percussion type or of approved

make including tapering of all edges, making square

shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes

etc. and disposal of debris for all lead and lifts all

complete as per direction of Engineer-In-Charge

26.28.3 25 mm average thickness 9.18 SQM 123.33 1,132.15

2 26.29 Cleaning of reinforcement from rust from the reinforcing

bars to give it a total rust free steel surface by using

alkaline chemical rust remover of approved make with

paint brush and removing loose particles after 24 hours

of its application with wire brush and thoroughly washing

with water and allowing it to dry, all complete as per

direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter 145.98 Mtr 8.03 1,171.82

3 26.37 Cleaning of exposed concrete surface of sticking material

including loose and foreign material by sand blasting with

coarse sand followed by and including cleaning with oil

free air blast as per direction of Engineer in charge.

4 26.38 Shotcreting R.C.C. columns, beams and slabs etc. in

layers with approved design mix concrete having the

specified minimum characteristic compressive strength

[with ordinary portland cement, coarse sand and graded

stone aggregate of 10 mm maximum size in proportion as

per design criteria] including the cost of centering and

shuttering at edges and corners etc. as directed by

Engineerin- Charge -

Note: Rates shall include the providing necessary ground

wires etc. The levelling gauges, if used, shall be paid for

separately. Payment under this item shall be made only

after proper wet curing has been done and surface has

been satisfactorily evaluated by sounding/ tapping with a

blunt metal instrument. -

26.38.1 25mm thick in Grade M 25 with cement content not less

than 330 kg per cum 9.16 Sqm 726.73 6,656.88

TOTAL AMOUNT: (2-Block) 12,376.50 -

TOTAL AMOUNT: (2-Block) 12,376.50 -

(II) REPAIRS TO ROOF

5 14.91.1 Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer 3 mm thick

water proofing membrane, black finished reinforced with

non-woven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the

same membrane manufacture of density at 25°C, 0.87-

0.89 kg/ litre and viscocity 70-160 cps. Over the primer

coat the layer of membrane shall be laid using Butane

Torch and sealing all joints etc, and preparing the surface

The vital physical and chemical parameters of the

membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 650/

450N/ 5cm. Tear strength in longitudinal and transverse

direction as 300/250N. Softening point of membrane not

less than 150°C. Cold flexibility shall be upto -2°C when

tested in accordance with ASTM, D - 5147. The laying of

membrane shall be got done through the authorised

applicator of the manufacturer of membrane :

Digitally signed by JAYA

6 14.92 Extra for covering top of membrane with Geotextile, 120

gsm non woven, 100% polyester of thickness 1 to 1.25

mm bonded to the membrane with intermittent touch by

heating the membrane by Butane Torch as per

manufactures recommendation. 299.44 Sqm 86.50 25,901.47

TOTAL AMOUNT: (2-Block) 1,89,599.11 -

TOTAL AMOUNT: (2-Block) 1,89,599.11 -

GRAND TOTAL AMOUNT 2,01,975.61

GRAND TOTAL AMOUNT 2,01,975.61

Digitally signed by JAYA

NAME OF WORK :- SPECIAL REPAIR & MAINTENANCE WORK AT JNV KONARK, PURI, ODISHA.

BILL OF QUANTITY FOR TYPE - 4 STAFF QUARTER (1 BLOCK)

Sl. DSR- Description Qty Unit DSR Rate Non-DSR Amount On Amount On

No. 2023 (In Rs.) Rate DSR-2023 Non- DSR

(ii) Repairs to Roof

1 14.91.1 Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer 3 mm thick

water proofing membrane, black finished reinforced with

non-woven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the

same membrane manufacture of density at 25°C, 0.87-

0.89 kg/ litre and viscocity 70-160 cps. Over the primer

coat the layer of membrane shall be laid using Butane

Torch and sealing all joints etc, and preparing the

surface complete.

The vital physical and chemical parameters of the

membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 650/

450N/ 5cm. Tear strength in longitudinal and transverse

direction as 300/250N. Softening point of membrane not

less than 150°C. Cold flexibility shall be upto -2°C when

tested in accordance with ASTM, D - 5147. The laying of

membrane shall be got done through the authorised

applicator of the manufacturer of membrane :

2 14.92 Extra for covering top of membrane with Geotextile, 120

gsm non woven, 100% polyester of thickness 1 to 1.25

mm bonded to the membrane with intermittent touch by

heating the membrane by Butane Torch as per

manufactures recommendation. 94.50 Sqm 86.50 8,174.22

3 22.14.1 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size) 7.09 Cum 7825.16 55,480.37

Sub TOTAL: 1,15,233.10 -

Say (In Lacs): 1.15 -

Digitally signed by JAYA