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INDIAN COUNCIL OF AGRICULTURAL

RESEARCH, NEW DELHI

TENDER AND CONTRACT DOCUMENT

Name of Work: Construction of Auditorium at NASC Complex, Pusa Road,

New Delhi

TENDER NO.: RITES/CP/ICAR/AUDI/2011

PART 2: FINANCIAL BID

JUNE 2011

RITES Ltd. (A Govt. of India Enterprise)

Plot No.‐144, Sector‐44,

Gurgaon (Haryana) ‐ 122003

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S.NO. Particulars Estimated Cost

(in Rupes)

Quoted %age

above/below

(in Figures &

Words)

Quoted Amount (in

Rupes)

1 Civi l work (Based on DSR 2007)

2 Electrical work (Based on DSR

2007)

3 Civil work (Based on Market

Rate)

4 Electrical work (Based on Market

Rate)

Total Amount

Un-conditional rebate if any

Amount after rebate in figure

Amount after rebate in Words

Project Name: Construct ion of Audi torium/Convention Centre at NASC Complex, PUSA, New Delhi.

FINAL ABSTRACT OF COST

Tender No. RITES/CP/ICAR/AUDI/2011

Percentage and Amount to be quoted by the contractor

(Signature of Contractor w ith Seal)

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S.No. Description of Work DSR Amount (in Rs.) Remarks

A Earthwork 9002619.40

B Concrete 234414451.15

C Masonary Works 9288358.41

D Wood, Iron and Steel Works 7096289.05

E Joinery works 121762.40

F Flooring Works 10688110.95

G Internal & External Finshes 10480714.72

H Roofing Works 1416485.00

I Water proofing Works 6702770.10

J Road Works 2039791.55

K Stone works 15582688.52

L Plumbing And Sanitation Works 1393953.15

308,227,994.40 Total Amount

CONSTRUCTION OF AUDITORIUM AT NASC COMPLEX, PUSA, NEW DELHI

Abst rac t o f Cost for Civi l Works

PART-I Scheduled Items based on DSR 2007 (Reprint DSR 2010)

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Item

No.

DSR Item

No.

Description of Item Unit Quantity Rate (in

Rs.)

Amount in (Rs)

A EARTHWORK

1 Earth work in excavation by mechanical means

(Hydraulic excavator )manual means over areas

(exceeding 30cm in depth. 1.5m in width as well as 10

sqm on plan) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

All kinds of soil

1.1 DSR 2.6.1 up to 1.5 m below G.L.cum 31725.00 101.85 3231191.25

2 DSR 2.26.1 Extra for every aditional lift of 1.5mcum 33018.00 18.90 624040.20

3 Earth work in excavation by mechanical means

(Hydraulic excavator )/manual means in foundation

trenches or drains (not exceeding 1.5m in width or 10

sqm on plan) including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

3.1 DSR 2.8.1 All kinds of soil.cum 650.00 103.40 67210.00

4 DSR 2.25 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundation etc, in layers of not

exceeding 20 cm in depth, consolidating each deposited

layer by rammiing and watering lead upto 50 m and lift

upto 1.5 m.

cum 5665.00 45.70 258890.50

5 DSR 2.27 Supplying and filling in plinth with Jamuna sand under

floors including, watering, ramming consolidating and

dressing complete.cum 972.00 301.50 293058.00

6 Disposal of excavated excess earth away from the site

including conveyance of materials up to an average lead

of 1KM away from the site, and correspondiong required

lift, loading, unloading etc complete as directed by the

Engineer-in-charge. (The quantity is net quantity of

capacity of truck after deduction of 20% for looseness)(considering the maximum disposal location

at 5 KM distance)

6.1 DSR 1.12(8

)

By mechanical transport including loading, unloading

and stacking. ( Lead upto 5KM away from the site) cum 37000.00 76.48 2829760.00

7 DSR 1.1.2 Extra for transporting earth beyond 5km upto 10 km

including cost of loading,unloading as per the direction of

engineer incharge(The quantity is net quantity of cap. Of

truck after deduction of 0% of voids

7.1 By mechanical transport cum 37000.00 5.84 216080.00

8 Earth work in excavation/ by mechanical means

(Hydraulic Excavator)/ manual means over areas

(exceeding 30 cm in depth, 1.5m in width as well as 10


upto 50 m and lift upto 1.5 m, disposed earth to belevelled and neatly dressed.

8.1 DSR 2.7.1 Ordinary rockcum 25.00 152.60 3815.00

9 DSR 2.26 Extra for every additional lift of 1.5 m or part thereof in.

9.1 DSR 2.26.2 Ordinary or Hard rockcum 50.00 33.85 1692.50

10 Earth work in excavation/ by mechanical means

(Hydraulic Excavator)/ manual means over areas

(exceeding 30 cm in depth, 1.5m in width as well as 10


upto 50 m and lift upto 1.5 m, disposed earth to be

levelled and neatly dressed.

10.1 DSR 2.7.3 Hard rock (blasting prohibited)cum 25.00 325.25 8131.25

CONSTRUCTION OF AUDITORIUM AT NASC COMPLEX, PUSA, NEW DELHI

BILL OF QUANTITY

PART-I Scheduled Items based on DSR 2007 (Reprint DSR 2010)

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Item

No.

DSR Item

No.


Rs.)

Amount in (Rs)

11 Disposal of excavated excess rock away from the site

excluding conveyance of materials upto an average lead

of 1KM away from the site, and correspondiong required

lift, loading, unloading etc complete as directed by the

Engineer-in-charge. (The quantity is net quantity of

capacity of truck after deduction of 40% for

looseness)(considering the maximum disposal location

at 5KM distance)

11.1 DSR

1.1.4(4)

By mechanical transport including loading, unloading

and stacking. ( Lead upto 5KM away from the site) cum 120.00 79.07 9488.40

12 DSR 1.1.4 Extra for transporting rock beyond 5km upto 10 km

including cost of loading,unloading as per the direction of

engineer incharge(The quantity is net quantity of cap. Of

truck after deduction of 40% for looseness)

cum 120.00 90.05 10806.00

13 2.034 Supplying chemical emulsion in sealed containers

including delivery as specified.

13.1 2.34.01 Chlorpyriphos/Lindane emulsifiable concentrate of 20%litre 174.30

4000697200.00

02.035 Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL anti-termite treatment (excluding

the cost of chemical emulsion)

14 2.35.1 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 mmincluding excavation channel along the wall and rodding

etc com lete:14.1 2.35.1.1 With chlorpyriphos/Lindane E.C. 20% with 1%

concentration.

One

Metre

6.75 450030375.00

14.2 2.35.1.2 Along the external wall below concrete or masonry apron

using chemical emulsion @ 2.25 litres per linear metre

including drilling and plugging holes etc.

14.2

(a)

2.35.1.2.1 With chlorpyriphos/Lindane E.C. 20% with 1%

concentration.

One

Metre

10.45 300031350.00

14.3 2.35.1.3 Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart including

drilling 12 mm diameter holes and plugging with cement

mortar 1:2 ( 1 cement : 2 coarse sand ) to match the

existing floor.

14.3(a) 2.35.1.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.

OneSquar

e

48.70 3000 146100.00

14.4 2.35.5 Treatment at points of contact of wood work by chemical

emulsion chlorpyriphos. (in oil or kerosene based

solution) @ 0.5 litres per hole by drilling 6 mm dia holes

at downward angle of 45 degree at 150 mm centre to

centre and sealing the same.

One

Metre

79.80 500

39900.00

15 Supplying and stacking at site

15.1 DSR 16.3.8 Red Bajricum 752.00 654.15 491920.80

16 DSR 16.11 Dry stone pitching 22.5 cm thick including supply of

stones and preparing surface complete. sqm 55.00 211.10 11610.50

Total C/o to Summary : Rs. 9002619.40B CONCRETE & RCC WORKS

1 Providing and laying in position cement concrete of

following specified grade excluding the cost of centring

and strutting - All work upto plinth level.

1.1 DSR 4.1.8 1:4:8 (1 cement: 4 coarse sand: 8 graded stone

aggregate 40 mm nominal size) cum 490.00 2449.00 1200010.00

1.2 DSR 4.1.6 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size). cum 780.00 2713.05 2116179.00

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Item

No.

DSR Item

No.


Rs.)

Amount in (Rs)

2 DSR 5.33 Providing and laying in position machine batched,

machine mixed and machine vibrated design mix cement

concrete of specified grade for reinforced cement

concrete work including pumping of concrete to site of

laying but excluding the cost of centering,shuttering,

finishing and reinforcement. including Admixtures in

recommended proportions as per IS 9103 to accelerate,

retard setting of concrete, improve workability without

impairing strength and durability as per direction of

Engineer-in-charge. M-25 grade reinforced cement

concrete by using 380kg. of cement per cum of concrete.

All work upto plinth level.

cum 7520.00 3983.75 29957800.00

3 Add or deduct for providing leaner or richer mixes

respectively at all floor levels.

3.1 DSR 5.34.1 Providing M 30 Grade concrete by using 400 Kg of

cement per CUM of concrete instead of M25 grade BMC

/ RMCcum 18159.00 109.10 1981146.90

4 DSR 5.35 Deduct for using less cement than the quantity as

provided in the item of batch mix concrete/RMC as

arrived as per mix design.

Quinta

l 3500.00 528.15 1848525.00

5 DSR 5.33 A Providing and laying in position machine batched,

machine mixed and machine vibrated design mix cement

concrete of specified grade for reinforced cement

concrete work including pumping of concrete to site of

laying but excluding the cost of centering, shuttering,

finishing and reinforcement. including Admixtures in

recommended proportions as per IS 9103 to accelerate,

retard setting of concrete, improve workability without

impairing strength and durability as per direction of

Engineer-in-charge. M-25 grade reinforced cement

concrete by using 380kg. of cement per cum of concrete.

All work above plinth level up to floor V level.

cum 10692.00 3983.75 42594255.00

6 DSR 5.13 Providing, hoisting and fixing upto floor five level precast

reinforced cement concrete in small lintels not exceeding

1.5m clear span upto floor five level including the cost of

required centring, shuttering and finishing smooth with

6 mm thick cement plaster 1:3 (1 cement : 3 fine sand)

on exposed surfaces but excluding the cost of

reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size).

cum 50.00 6002.80 300140.00

7 DSR 4.11 Providing and laying damp-proof course 50mm thick with

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

graded stone aggregate 20mm nominal size).Sqm 100.00 178.05 17805.00

8 DSR 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level

for each four floors or part thereof. cum 10.00 92.90 929.00

9 DSR 4.13 Applying a coat of residual petroleum bitumen of

penetration 80/100 of approved quality using 1.7kg per

square metre on damp proof course after cleaning the

surface with brushes and finally with a piece of cloth

lightly soaked in kerosene oil.

sqm 100.00 58.60 5860.00

10 DSR 4.17 Making plinth protection 50mm thick of cement concrete

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

aggregate 20mm nominalsize) over 75mm bed by dry

brick ballast 40mm nominal size well rammed and

consolidated and grouted with fine sand including

finishin the to smooth

Sqm 500.00 222.65 111325.00

11 Centering and shutter ing including strutting, propping

etc. and removal of formwork for :

11.1 DSR 4.3.1 Foundations, footings, bases of columnssqm 7.00 119.25 834.75

11.2 DSR 5.9.1 Foundations, footings, bases of columns etc. for mass

concrete. sqm 5216.00 119.25 622008.00

11.3 DSR 5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc. sqm 4380.00 180.40 790152.00

11.4 DSR 5.9.3 Suspended floors, roofs, landings, balconies and access

platform. sqm 19040.00 187.35 3567144.00

11.5 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers. sqm 24765.00 162.65 4028027.25

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Rs.)

Amount in (Rs)

11.6 DSR 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Strutssqm 6107.00 238.40 1455908.80

11.7 DSR 5.9.7 Stairs, (excluding landings) except spiral-staircases.sqm 4112.00 204.00 838848.00

11.8 DSR 5.9.13 Vertical and horizontal fins individually or forming box

louvers band, facias and eaves boards. sqm 100.00 285.55 28555.00

11.9 DSR 5.9.15 Small lintels not exceeding 1.5m clear span, moulding

as in cornices, window sills, string courses,

bands,copings, bed plates, anchor blocks and the like.

sqm 6610.00 119.25 788242.50

11.10 DSR 5.9.14 Extra for shuttering in circular work ( 20% of respective

centering and shuttering items) for Roof beams Sqm 19040.00 0.20 3808.00

11.11 DSR 5.9.19 Weather shade, Chajjas, corbels etc., including edgesSqm 115.00 258.60 29739.00

11.12 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers. sqm 436.00 162.65 70915.40

12 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 3.5m, for every additional height

of 1 metre or part thereof (Plan area to be measured)

12.1 DSR 5.11.1 Suspended floors, roofs, landing, beams and balconies

(Plan area to be measured). sqm 123276.00 70.20 8653975.20

Steel Reinforcement

13 DSR 5.22.6 Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all

complete. Upto plinth level.

13.1 Thermo-Mechanical ly Treated bars. Fe500 Kg 1022768.00 42.70 43672193.60

14 DSR

5.22.A6

Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all

complete. Above plinth level.

14.1 Thermo-Mechanical ly Treated bars. Fe500 Kg. 2100765.00 42.70 89702665.50

15 DSR 22.4 Providing and Placing in position suitable PVC water

stops confirming to IS 12200 for Construction /

Expansion joints between two RCC members and fixed

to the reinforcement with binding wire before concrete

etc15.1 DSR 22.4.1 Serrated with central bulb (22.5mm wide , 8-11 mm th) metre 71.00 386.75 27459.25

Total carried over to summary : Rs. 234414451.15

C MASONRY WORKS

1

DSR 6.1.2

Brick work with F.P.S. bricks of class designation 75 in

foundation and plinth in: Cement mortar 1:6 (1 cement :

6 coarse sand)cum 368.00 2121.75 780804.00

2 Brick work with F.P.S. bricks of class designation 75 in

superstructure above plinth level up to floor V level in all

shapes and sizes in :

2.1 DSR 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)cum 3398.00 2430.25 8257989.50

3 DSR 6.12.2 Half brick masonry with F.P.S. brick of class designation

75 in foundations and plinth in : cement mortar 1:4 (1

cement : 4 coarse sand)Sqm 28.30 270.35 7650.91

4 DSR 6.13.2 Half brick masonry with F.P.S. bricks of class

designation 75 in superstructure above plinth level upto

floor V level. cement mortar 1:4 (1 cement : 4 coarse

sand)

sqm 690.00 302.80 208932.00

5 DSR 6.15 Extra for providing and placing in position 2 Nos. 6mm

dia. M.S. bars at every third course of half brick masonry

(with F.P.S. bricks).Sqm 690.00 47.80 32982.00

Total C/o to Summary : Rs. 9288358.41

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Item

No.

DSR Item

No.


Rs.)

Amount in (Rs)

D WOOD, Structural STEEL WORKS

1 DSR 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:

Kg 146575.00 46.35 6793751.25

2 Supplying and f ixing rol ling 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 27.5cm long wire springs grade No.2 and

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

2.1 DSR 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top coverSqm 35.00 1208.45 42295.75

3 DSR 10.7 Providing and fixing ball bearing for rolling shutters. each 10.00 356.50 3565.00

4 DSR 9.48.2 Providing and fixing M.S. grills of required pattern in

frames of windows etc. with M.S. flats, square or round

bars etc. all complete.

Fixed to openings /wooden frames with rawl plugs

screws etc. kg 270.00 64.40 17388.00

5 Providing and fixing 1mm thick M.S. sheet door with

frame of 40x40x6mm angle iron and 3mm M.S. gusset

plates at the junctions and corners, all necessary fittings

complete, including applying a priming coat of approved

steel primer.

5.1 DSR 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. sqm 7.00 1695.40 11867.80

6 Providing and fixing hand rail of approved size by

welding etc. to steel ladder railing, balcony railing and

staircase railing including applying a priming coat of

approved steel primer.

6.1 DSR

10.26.2

E.R.W. tubeskg 2765.00 82.25 227421.25


E JOINERY WORKS

1 DSR

14.28.1

Providing and fixing curtain rods of 1.25mm thick brass

plates with two brass brackets fixed with brass screws

and wooden plugs etc. wherever necessary complete.

20 mm diameter. metre 227.00 116.20 26377.40

2 DSR 21.4.2 Providing and fixing double action hydraulic floor spring

of approved brand and manufacture IS : 6315 marked,

for doors including cost of cutting floors as required,

embedding in floors and cover plates with brass pivot

and single piece M.S. sheet outer box with slide plate

etc.complete as per the direction of Engineer-in-charge.

With brass cover plate each 50.00 1907.70 95385.00


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Item

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No.


Rs.)

Amount in (Rs)

F FLOORING WORKS

1 DSR 11.4 52 mm thick cement concrete flooring with concrete

hardener topping under layer 40 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 is mixed

@ 2 litre per 50kg of cement or as per manufacturers

specifications. This includes cost of cement slurry, butexcluding the cost of nosing of steps etc. complete. (

UTILITY BUILDING )

sqm 405.00 286.50 116032.50

2 DSR

11.41.2

Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with

water absorption's less than 0.08% and conforming to IS

: 15622 of approved make in all colours and shades, laid

on 20mm thick cement mortar 1:4 (1 cement : 4 coarse

sand) including grouting the joints with white cement and

matching pigments etc., complete.

2.1 Size of Tile 60x60 cm sqm 1650.00 1031.85 1702552.50

3 DSR

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) :

sqm 592.00 694.4 411084.80

3.1 25 mm thick.

4 DSR 11.27 Kota stone slabs 25 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 392.00 676.75 265286.00

5 DSR 11.31 Extra for pre finished nosing in treads of steps of Kota

stone/ Sand Stone Slab metre 1264.00 26.40 33369.60

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Amount in (Rs)

6 DSR 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 20mm nominal size) and top layer

12mm thick cement hardener consisting of mix 1:2 (1

cement hardener mix : 2 graded stone aggregate 6mm

nominal size) by volume. Hardening compound is mixed

@ 2 litre per 50kg of cement or as per manufactures

specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

sqm 7731.00 318.65 2463483.15

7 DSR 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a floating

coat of neat cement including cement slurry, but

excluding the cost of nosing of steps etc. complete.

7.1 40mm thick with 20 mm nominal size stone aggregatesqm 82.00 192.95 15821.90

8 DSR 8.7.2 Providing and fixing cramps of required size & shape in

RCC/ CC backing with cement mortar 1:2 ( 1 cement :2

coarse sand) including drilling necessary hole in stones

and embedding the cramp in the hole (fasstner to be

paid separetely)

8.1 Stainless Steel Cramps kg 1153.00 529.5 610513.50

9 DSR 8.8.1.2 Providing and fixing expansion hold fastners on CC/

RCC surface backing including drilling necessary holes

and the cost of bolt etc. complete. Wedges expansiontype

9.1 Fastener with threaded dia 10 mm.each 6000.00 18.95 113700.00

10 DSR 8.1.1.2 Marble work gang saw cut (polished and machine cut) of

thickness18mm for wall lining (veneer work) in cement

mortar 1:3 (1 cement : 3coarse sand) including pointing

with white cement mortar 1:2 (1 white cement : 2 marble

dust) with an admixture of pigment to match the marble

shade: (To be secured to the backing by means of

cramps, which shall be paid for separately).

Raj Nagar Plain white marble/ Udaipur green marble/

Zebra black marble.

10.1 Area of slab over 0.50 sqmsqm 3000.00 1562.5 4687500.00

11 8.2 Providing and fixing 18 mm thick gang saw cut mirror

polished premoulded and prepolished ), machine cut for kitchen platforms, vanity counters facias and similar

locations of required size of approved shade, colour and

texture laid over 20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand )with joints treated with white

cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing moulding and polishing to

edge to give high gloss finish etc., complete at all levels.

Granite of any colour and shade

11.1 8.2.2.1 Area of slab upto 0.5 sqmsqm 30 2480.20 74406.00

11.2 DSR 8.22.2 Area of slab over 0.50 sqm.sqm 50 2575.1 128755.00

12 8.3 Extra for edge moulding to 18mm thick marble stone

counters, Vanities etc., including machine polishing to

edge to give high gloss finish etc., complete as per design approved by Engineer-in-charge.

12.1 8.3.2 Granite work metre 225 97.60 21960.00

13 8.4 Extra for fixing marble / granite stone over and above

corresponding basic item, in facia and drops of width

upto 150mm with epoxy resin based adhesive including

cleaning etc., complete.

metre 225 106.80 24030.00

14 8.5 Extra for providing opening of required size & shape for

wash basins / kitchen sink in kitchen platform, vanity

counters and similar location in marble / granite / stone

work including necessary holes for pillar taps etc.,

including rubbing and polishing of cut edges etc.,

complete.

each 80 151.00 12080.00

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Amount in (Rs)

15 8.6 Mirror polishing on marble work / granite work / stone

work where ever rquired to give high gloss finish

complete.sqm 80 94.20 7536.00


G Internal and External Finishes

1 DSR 13.2.1 15 mm cement plaster on the rough side of single or half

brick wall of mix

1.1 1:4 (1 cement:4 fine sand) sqm 16060.67 90.35 1451081.53

2 DSR 13.22 Extra for plastering exterior walls of height more than 10

m from ground level for every additional height of 3 m or

part thereof.sqm 5400.00 16.8 90720.00

3 DSR 13.1.1 12 mm cement plaster of mix :1:4 (1 cement: 4 fine

sand)sqm 20560.00 77.55 1594428.00

4 DSR 13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand)

finished with a floating coat of neat cement on the rough

side of single or half brick wall.sqm 19150.00 128.5 2460775.00

5 DSR 13.21 Extra for providing and mixing water proofingmaterial in

cement plaster work in proportion recommended by the

manufacturers.

Per

Bag of

50kg of

cement

used in

the mix

3500.00 28.85 100975.00

6 DSR13.16.1

6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)sqm 1879.00 62.15 116779.85

7 DSR

13.37.1

White washing with lime to give an even shade

7.1 New work (three or more coats)Sqm 14809.00 6.75 99960.75

8 DSR

13.41.1

Distempering with oil bound washable distemper of

approved brand and manufacture to give an even shade:

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

coat with cement rimer.

sqm 55770.67 41.55 2317271.34

9 DSR

13.47.1

Finishing walls with Premium Acrylic Smooth exterior

paint with Silicone additives of required shade

9.1 New work (Two or more coats applied @ 1.43 ltr/ 10

sqm. over and including base coat of water proofing

cement paint applied @ 2.20 kg/ 10 sqm).sqm 19150.00 60.1 1150915.00

10 DSR13.62.10

Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an even

shade:10.1 Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand and

manufacture.sqm 20560.00 51.3 1054728.00

11 Finishing wal ls with textured exterior paint of required

shade :

11.1 DSR

13.45.1

New work (Two or more coats applied @ 3.28 ltr/10 sqm)

over and including base coat of water proofing cement

paint applied @ 2.20kg/10 sqm.sqm 338.00

96.25

32532.50

12 Paint ing with synthetic enamel paint of approved brand

and manufacture of required colour to give an even

shade:

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Amount in (Rs)

12.1 DSR

13.62.1

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

suitable shade with ordinary paint of approved brand

and manufacturesqm 175.00

51.3

8977.50

13 DSR 13.21 Extra for providing and mixing water proofing material in

cement plaster work in proportion recommended by the

manufacturers.

Per

bag of

50kg.

of

cement

used in

55.00

28.55

1570.25


H ROOFING WORKS

1 DSR 12.50 Providing and fixing precoated galvanised iron profile

sheets (size, shape and pitch of corrugation as approved

by Engineer-in-charge) 0.50 mm + 5% total coated

thickness (TCT), Zinc coating 120gsm as per IS: 277 in

240mpa steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 microns.

Sheet should have protective guard film of 25 microns

minimum to avoid scratches while transportation and

should be supplied in single length upto 12 metre or as

desired by Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size (5.5x

55mm) with EPDM seal or with polymer coated J or L

hooks, bolts and nuts 8mm diameterwith bitumen and

G.I. limpet washers or with G.I. limpet washers filled with

white lead complete upto any pitch in horizontal/ vertical

or curved surfaces excluding the cost of purlins, rafters

and trusses and including cutting to size and shape

wherever required.

sqm 2820.00 440.65 1242633.00

2 Providing and f ixing precoated galvanised steel sheet

roofing accessories 0.50 mm + 5% total coated

thickness (TCT), Zinc coating 120gsm as per IS: 277 in

240mpa steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws or with polymer

coated J or L hooks, bolts and nuts and or G.I. seam

bolts and nuts, G.I. plain and bitumen washers complete

2.1 DSR Ridges plain (500 - 600mm). metre 56.00 458.15 25656.40

2.2 DSR

12.51.6

Gutter .(600 mm over all girth).

metre 120.00 547.8 65736.00

2.3 DSR

12.51.2

Flashings / Aprons ( Up to 600 mm )metre 184.00 448.15 82459.60


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I WATER PROOFING WORKS

Water proofing for basement

1 DSR 22.1 Providing and laying integral cement based treatment for

water proofing on horizontal surface at all depth below

ground level for under ground structures as directed by

Engineer-in-Charge and consisting of : i) Ist layer of

22mm to 25mm thick approved and specified rough

stone slab over a 25mm thick base of cement mortar 1:3

(1 cement : 3 coarse sand) mixed with water proofing

compound conforming to IS:2645 in the recommended

proportion over the leveling course (leveling course to be

paid separately). Joints sealed and grouted with cement

slurry mixed with water proofing compound. ii) 2nd layer

of 25mm thick cement mortar 1:3 (1 cement: 3 coarse

sand) mixed with water proofing compound in

recommended proportions. iii) Finishing top with stone

aggregate of 10mm to 12mm nominal size spreading @

8 cudm/sqm thoroughly embedded in the 2nd layer.

1.1 DSR 22.1.1 Using rough kota stone.Sqm 5593.00 545.1 3048744.30

2 DSR 22.2 Providing and laying integral cement based treatment for

water proofing on the vertical surface by fixing specified

stone slab 22 mm to 25mm thick with cement slurry

mixed with water proofing compound conforming to

IS:2645 in recommended proportions with a gap of

20mm (minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cement slurry

mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement :

3 coarse sand) 20mm thick with neat cement punning

mixed with water proofing compound in recommended

proportion complete at all levels and as directed by

Engineer-in-charge

2.1 DSR 22.2.1 Using rough Kota stoneSqm 1800.00 647.85 1166130.00

3 DSR 22.3 Providing and laying water proofing treatment to vertical

and horizontal surfaces of depressed portions of W.C.,

kitchen and the like consisting of :

i) Ist course of applying cement slurry @ 4.4 Kg/sqm

mixed with water proofing compound conforming to IS

2645 in recommended proportions including rounding off

junction of vertical and horizontal surface.

IInd course of 20mm cement plaster 1:3 (1 cement : 3

coarse sand) mixed with water proofing compound in

recommended proportion including rounding off junction

of vertical and horizontal surface.

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IIIrd course of applying blown or residual bitumen applied

hot at 1.7 Kg. per sqm of area.

3.1 IVth course of 400 micron thick PVC sheet. (Overlaps at

joints of PVC sheet should be 100 mm wide and pasted

to each other with bitumen @ 1.7 Kg/sqm.)Sqm 813.00 272.5 221542.50

4 DSR 22.14 Grading roof for water proofing treatment with

4.1 DSR

22.14.1

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

graded stone aggregate 20 mm nominal size) Cum 400.00 3314.95 1325980.00

5 DSR

12.21.1

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

cement : 2 coarse sand : 4 stone aggregate 10mm and

down gauge) including finishing with cement mortar 1:3

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

5.1 In 75x75mm deep chase metre 400.00 67.35 26940.00

6 DSR 12.22 Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet

1mx1mx400micron, finished with 12mm cement plaster

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

cement rounding the edge sand making and finishing the

outlet complete

each 60.00 108 6480.00

7 DSR

12.41.2

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.7.1 110 mm diameter metre 1105.00 163.4 180557.00

8 Providing and fixing on wall face unplasticised - PVC

moulded fittings/ accessories for unplasticised Rigid



leaving 10 mm gap for thermal expansion.

8.1 DSR

12.42.1.2

Couplers 110 mmEach 240.00 101.65 24396.00

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Amount in (Rs)

8.2 DSR

12.42.5.2

BEND 87.5 degree ( 110 mm Bend )Each 122.00 134.2 16372.40

8.3 DSR

12.42.6.2

Shoe (Plain) 110 mmEach 122.00 263.1 32098.20

9 Providing and fixing on wall face Unplasticised - PVC

moulded fittings/ accessories for Unplasticised Rigid



leaving 10 mm gap for thermal expansion.

Bend 87.5°

9.1 DSR

12.42.5.1

75 mm bendeach 2.00 88.4 176.80

Shoe (Plain)

9.2 DSR

12.42.6.1

75 mm Shoeeach 2.00 152.25 304.50

10 DSR 19.16 Providing Orange colour saftey foot rest of minimum 6

thick mm Plastic encapsulated as per IS 10910 on 12

mm dia steel bar conforming IS 1786 having minimum

cross section as 23mm X 25 mm and over all minimum

length 263 mm and Width as 165mm with minimum

112mm space between protued legs having 2mm tread

on top surface by ridding chequred besides beside

necessary and adequate anchoring projections on tail

length on 138mm as per standard drawing and suitable

with stand and bend test and chemical resistence test as

per specifications and having manufacture's permenentidentification mark to be visible even after finishing,

including fixing in manhole with 30x20x15 cm cement

concrete block 1:3:6 (1 cement: 3 course sand: 6 graded

stone aggregate 20mm nominal size) complete as per

design

10.1 With 20 mm diameter round bareach 40.00 182.4 7296.00

11 DSR 19.18 Supplying and fixing C.I. cover without frame for

manholes:

11.1 DSR

19.18.1

455x610 mm rectangular C.I. cover (light duty) the

weight of the cover to be not less than 23 kg. each 3.00 1007.45 3022.35

12 DSR 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x

45 cm dry brick honey comb shaft with bricks of class

designation 75 and S.W. drain pipe 100 mm diameter,

1.8 m long complete as per standard design.

12.1 DSR

19.32.1

With F.P.S. brickseach 2.00

9938.619877.20

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13 DSR 19.7 Constructing brick masonry manhole in cement mortar

1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), foundation concrete


aggregate 40mm nominal size) inside plastering 12mm

thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size)

finished with a floating coat of neat cement complete as

per standard design :

DSR 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I.

cover with frame (heavy duty) 560 mm internal diameter,

total weight of cover and frame to be not less than 208

kg (weight of cover 108 kg and weight of frame 100 kg) :

13.1 With F.P.S. bricks with class designation 75 each 9.00 15673.85 141064.65

14 DSR 19.8 Extra for depth for manholes

14.1 DSR

19.8.2.1

Size 120 x 90 cm with F.P.S bricks with class

designation 75 metre 2.00 3179.95 6359.90

15 Providing and fixing square-mouth S.W. gully trap class

SP-1complete with C.I. grating brick masonry chamber

with water tight C.I.cover with frame of 300 x300 mm size

(inside) the weight of cover tobe not less than 4.50 kgand frame to be not less than 2.70 kg as perstandard

design15.1 DSR 19.4.1 100x100mm size plate

15.2 DSR with F.P.S. bricks class designation 75 each 2.00 935.15 1870.30

16 DSR

12.43.2

Providing and fixing unplasticised -PVC pipe clips of

approved design to unplasticised - PVC rain water pipes

by means of 50x50x50mm hard wood plugs, screwed

with M.S. screws of required length including cutting

brick work and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc. complete. -

110MM

Each 1200.00 96.9 116280.00

17 DSR 12.44 Providing and fixing to the inlet mouth of rain water pipe

cast iron grating 15 cm dia and weighing not less than

440 grms

Each 120.00 23.4 2808.00

18 DSR 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S.

sheet box for ceiling fan clamp of internal dia 140mm,

73mm height, top lid of 1.5mm thick M.S. sheet with its

top surface hacked for proper bonding, top lid shall be

screwed into the cast iron/ M.S. sheet box by means of

3.3mm dia. round headed screws, one lock at the

corners. Clamp shall be made of 12mm dia M.S. bar

bent to shape as per standard drawing.

Each 100.00 81.2 8120.00

19 DSR 16.68 Providing and laying 60mm thick factory made cement

concrete interlocking paver block of M -30 grade made

by block making machine with strong vibratory

compaction and of approved size and design/ shape

laid in required colour and pattern over and including

50mm thick compacted bed of course sand, filling the

joints with coarse sand etc. all complete as per the

direction of Engineer-in-charge.

sqm 1000.00 346.35 346350.00


J ROAD WORKS

1 DSR 16.1 Preparation and consolidation of subgrade with power

road roller of 8 to 12 tonne capacity after excavating

earth to an average of 22.5 cm depth, dressing to

camber and consolidating with road roller including

making good the undulations etc. and rerolling the

subgrade and disposal of surplus earth lead upto 50

metres.

Sqm 2400.00 33.90 81360.00

2 Supplying and stacking at site

2.1 DSR

16.3.10

MoorumCum 40.00 421.85 16874.00

2.2 DSR 16.3.6 Stone screening 13.2 mm nominal size (Type A). cum 20.00 892.25 17845.00

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2.3 DSR 16.3.7 Stone screening 11.2 mm nominal size (Type B).cum 20.00 979.40 19588.00

2.4 DSR 16.3.1 90 mm to 45 mm size stone aggregate.cum 240.00 742.30 178152.00

2.5 DSR 16.3.2 63 mm to 45 mm size stone aggregate.cum 240.00 768.45 184428.00

3 DSR 16.6.1 Supply, Stacking and Spreading 6 mm thick red bajri,

watering and rolling complete including preparation of

the surface and rolling with road roller/hand roller.Sqm 720.00 6.70 4824.00

4 DSR 16.4 Laying , spreading and compacting stone aggregate of specified sizes to WBM specifications including

spreading in uniform thickness, hand picking , rolling

with 3 wheeled road / vibratory roller 8-10 tonne in

stages to proper grade and camber, applying and

brooming requisite type of screening / binding material

to fill up interstices of coarse aggregate watering and

compacting to the required density .

cum 480.00 192.55 92424.00

5 DSR 16.43 Providing and laying design mix cement concrete in

roads, taxi tracks and runways having a minimum works

test beam flexural strength of 30 kg. per cm2. at 28 days

using not less than 340 Kg. of cement per cum of

finished concrete, coarse sand and graded stone

aggregate of 40mm nominal size in appropriate

proportions as per specified design criteria approved by

Engineer-in-charge mechanically vibrated using needle

and surface vibrators including steel form work with

sturdy M. S. channel sections including curing and

providing and filling construction joints and dummy joints

with shalijet primer or equivalent including rounding of

the edges and filling the grooves 10x25mm deep at top

for construction joints and 10mmx50mm deep at top for

dummy joints with joint sealing compound (conforming to

grade B of IS : 1834) including making necessary

arrangements for expansion joints etc. all complete.

cum 330 3692.40 1218492.00

6 DSR 16.44 Extra for providing and mixing hard crete of approved

quality as per manfuacture specification. Litre 2244 33.70 75622.80

7 DSR16.45 Providing and fixing in position premoulded joint filler in

expansion joints.

per

cm.

depth

per

7500 2.00 15000.00

8 DSR 16.46 Providing and laying in position bitumen hot sealing

compound for expansion joints etc.

per

cm.depth

per

1500 1.10 1650.00

8.1 Using grade ‘A’ sealing compound.

9 DSR 19.6 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

sand) including testing of joints etc. complete:

9.1 DSR 19.6.5 a)450 mm dia. R.C.C. pipemetre 115.00 499.55 57448.25

9.2 DSR 19.6.7 b)600 mm dia. R.C.C. pipemetre 85.00 895.10 76083.50


K Stone Work

1 DSR 7.40 Providing and fixing dry cladding upto 10 metre heights

with 30mm thick gang saw cut stone with (machine cut

edges) of uniform colour and size upto 1mx1m, fixed to

structural steel frame work and/ or with the help of

cramps, pins etc. and sealing the joints with approved

weather sealant as per Architectural drawing and

direction of Engineer-in-charge. (The steel frame work,

stainless steel cramps and pins etc. shall be paid for

1.1 DSR 7.40.2 White sand stone or bansi- paharpur stoneSqm 1 851.86 1382.35 2559918.67

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2 DSR 7.41 Providing and fixing structural steel frame (for dry

cladding with 30 mm thick gang saw cut with machine

cut edges sand stone) on walls at all heights using M.S.

square/ rectangular tube in the required pattern as per

architectural drawing including cost of cutting, bending,

welding etc. The framework shall be supported in wall

with the help of MS brackets/lugs of angle iron/ flats etc.

which shall be welded to theframe and embedded in

brick wall with cement concrete block 1:2:4 (1 cement :2

coarse sand :4 graded stone aggregate 20mm nominal

size) of size 300x230x300mm including cost of

necessary centring and shuttering and with approved

expansion hold fasteners on CC/RCC surface including

drilling necessary holes.

Approved cramps/ pinsetc. shall be welded to the frame

work to support stonecladding the steel work will be

given a priming coat of Zinc primer as approved by

Engineer-in-charge and painted with two or more coats

of epoxy paint (Shop drawings shall be submitted by the

contractor to the Engineer-in-charge for approval before

execution). The frame work shall be fixed in true

horizontal & vertical lines/planes. (Only structural steel

frame work shall be measured for the purpose of

payment, stainless steel cramps shall be paid for

separately and nothing extra shall be paid.)

Kg 142450.77 77.80 11082669.85

3 DSR 7.42 Providing and fixing adjustable stainless steel cramps of

approve quality and of required shape and sizeadjutable with stainless steel nuts bolts and washer (

total weight not less than 260 gms) for dry stone

cladding fixed on frame work at suitable location

including making necessary recesses in stane slab,

drilling required holes etc. complete as per direction of

en ineer in char e.

Each 7000.00 272.50 1907500.00

4 DSR 7.39 Extra for stone work for wall lining on exterior wallsof

height more than 10 m from ground level for every

additional height of 3 m or part there of.Sqm 800.00 40.75 32600.00


L PLUMBING AND SANITATION

1 Providing and f ixing water closet squatting pan (Indian

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

10 litre low level white P.V.C. flushing cistern 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 :

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

580x440mm with integral type foot rests. Each 10.00 2304.65 23046.50

INTERNAL WATER SUPPLY

2 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.

Concealed work including cutting chases and makingood the walls, etc

2.1 DSR 18.8.1

15 mm nominal outer dia .Pipes.Metre 125.00 155.15 19393.75

2.2 DSR 18.8.2





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 testing of joints complete

as per direction of Engineer in charge.

Internal work - Exposed on wall

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Amount in (Rs)

3.1 DSR 18.7.2


3.2 DSR 18.7.3


3.3 DSR 18.7.4


3.4 DSR 18.7.5


3.5 DSR 18.7.6


4 Providing and fixing bal l val ve (brass) of approvedquality , high or low pressure, with plastic floats complete

4.1 DSR

18.18.3

25 mm nominal outer dia .pipesEach 20.00 385.90 7718.00

5 Providing & f ixing gunmetal gate valve with CI wheel of

approved quality (screwed end);

5.1 DSR 25 mm nominal bore Each 10.00 285.50 2855.00

5.2 DSR 32 mm nominal bore Each 10.00 358.00 3580.00

5.3 DSR

18.17.3

40 mm nominal boreEach 5.00 399.00 1995.00

5.4 DSR

18.17.4


5.5 DSR

18.17.5


5.6 DSR

18.17.6


EXTERNAL WATER SUPPLY




fittings. This included jointing of pipes & fittings with one

step CPVC solvent cement, trenching, refilling & testing

of joints complete as per direction of Engineer in Charge

External work

6.1 DSR 18.9.7

62.50 mm nominal inner dia Pipes.Metre 3 0.00 1217.80 36534.00

6.2 DSR 18.9.8

75 mm nominal inner dia .Pipes.Metre 65.00 1590.75 103398.75

7 Constructing masonry Chamber 120x120x100 cm, inside

with 75 class designation 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 1:2: 4 mix ( 1 cement: 2 Course sand: 4

graded stone aggregate 20mm nominal size) necessary

execavation foundation concrete 1:5:10 ( 1 cement: 5

Fine sand: 10 graded stone aggregate 40mm nominal

size) and inside plastering with cement motar 1:3 (1

Cement: 3 Course Sand) 12mm thick finished with a

floting coat of neat cement complete as per standard

design:

7.1 DSR

18.35.1

With F.P.S. bricksEach 2.00 8528.75 17057.50

8 Providing and fixing GUN METAL NON-RETURN

VALVE of approved quality (screwed end)

8.1 DSR18.19.5.1

65 mm nominal bore - Horizontal Each 2.00 1282.10 2564.20

8.2 DSR

18.19.5.2

65 mm nominal bore - VerticalEach 2.00 1467.95 2935.90

8.3 DSR

18.19.6.1

80 mm nominal bore - HorizontalEach 2.00 1812.25 3624.50

8.4 DSR

18.19.6.2

80 mm nominal bore - VerticalEach 2.00 2390.70 4781.40

9 Providing and fixing enclosed type water meter (bulk

type) conforming to IS : 2373 and tested by Municipal

Board complete with bolts, nuts, rubber insertions etc.

(The tail pieces if required will be paid separately) :

9.1 DSR

18.60.1

80 mm dia nominal boreEach 1.00 2448.40 2448.40

9.2 DSR

18.60.2


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Amount in (Rs)

9.3 DSR

18.60.3


10 Providing and f ixing C.I. dir t box strainer for bulk type

water meter with nuts, bolts, rubber insertions etc.

complete conforming to IS : 2373 :

10.1 DSR

18.61.1

80 mm diaEach 1.00 3110.45 3110.45

10.2 DSR

18.61.2

100 mm dia.Each 1.00 4672.20 4672.20

10.3 DSR

18.61.3

150 mm diaEach 1.00 6067.85 6067.85

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

polyethylene water storage tank ISI : 12701 marked 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.

litres 20000.00 5.25 105000.00

INTERNAL DRAINAGE

12 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socketed pipe as per IS:

3989.

12.1 DSR

17.35.1.2

100 mm dia.metre 150.00 730.40 109560.00

12.2 DSR

17.35.2.2

75 mm dia.metre 400.00 629.85 251940.00

13 Providing and fixing M.S. holder-bat clamps of approved

design to Sand Cast iron/cast iron (spun) pipe

embedded in and including cement concrete blocks

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

graded stone aggregate 20mm nominal size) including

cost of cutting holes and making good the walls, etc

13.1 DSR

17.37.1

For 100 mm dia. Pipeeach 25.00 65.35 1633.75

13.2 DSR

17.37.2

For 75 mm dia. Pipeeach 70.00 63.00 4410.00

14 Providing and fixing bend of required degree with access

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

complete.

Sand cast iron S&S as per IS - 3989

14.1 DSR

17.38.1.2

100 mmeach 50.00 291.00 14550.00

14.2 DSR

17.38.2.2

75 mmeach 50.00 230.90 11545.00

15 Providing and fixing single equal plain junction of

required degree with access door, insertion rubber

washer 3 mm thick, bolts and nuts complete.


15.1 DSR

17.43.1.2

100x100x100 mmeach 25.00 489.60 12240.00

15.2 DSR

17.43.2.2

75x75x75 mmeach 25.00 364.45 9111.25

16 Providing and fixing single unequal junction of required

degree with access door, insertion rubber washer 3 mmthick, bolts and nuts complete :


16.1 DSR

17.47.1.2

100x100x75 mmeach 30.00 637.10 19113.00

17 Providing and fixing terminal guard:


17.1 DSR

17.56.1.2

100 mmeach 65.00 194.60 12649.00

17.2 DSR

17.56.2.2

75 mmeach 65.00 177.45 11534.25

18 Providing lead caulked joints to sand cast iron/

centrifugally cast (spun) iron pipes and fittings of

diameter:

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Amount in (Rs)

18.1 DSR

17.58.1

100 mmeach 120.00 126.50 15180.00

18.2 DSR

17.58.2

75 mmeach 120.00 107.80 12936.00

19 Providing and fixing M.S. stays and clamps for sand cast

iron/ centrifugally cast (spun) iron pipes of diameter :

19.1 DSR

17.59.1

100 mmeach 10.00 48.25 482.50

19.2 DSR

17.59.2

75 mmeach 10.00 41.55 415.50

20 Providing and f ixing trap of self cleansing design with

screwed down or hinged grating with or without vent arm

complete, including cost of cutting and making good the

walls and floors :

20.1 100 mm inlet and 100 mm outlet

DSR

17.60.1.1

Sand cast iron S&S as per IS: 3989.each 110.00 544.30 59873.00

20.2 100 mm inlet and 75 mm outlet

DSR

17.60.2.1

Sand cast iron S&S as per IS - 3989each 110.00 573.35 63068.50

EXTERNAL DRAINAGE

21

DSR 19.4

Providing and fixing square-mouth S.W. gully trap Class

SP-1 complete with C.I. grating brick masonry chamber

with water tight C.I. cover with frame of 300 x300 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 :

100x100 mm size P type

21.1 DSR

19.4.1.1

With F.P.S. Bricks class designation 75each 10.00 935.15 9351.50

22

DSR 19.7

Constructing brick masonry manhole in cement mortar

1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with


aggregate 20 mm nominal size), foundation concrete


aggregate 40mm nominal size) inside plastering 12mm

thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size)

finished with a floating coat of neat cement complete as

per standard design :

Inside size 120x90 cm and 90 cm deep including C.I.

cover with frame (medium duty) 500 mm internal

diameter, total weight of cover and frame to be not less

than 116 kg (weight of cover 58 kg and weight of frame

58 kg) :

22.1 DSR

19.7.2.1

With F.P.S. bricks class designation 75each 16.00 11882.20 190115.20

23 Extra for depth for manholes

Size 120x90 cm

23.1 DSR

19.8.2.1

With F.P.S. bricks class designation 75

Metre 35.00 3179.95 111298.25

24 Constructing masonry Chamber 120x120x100 cm, inside

with 75 class designation 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 chined lid and

RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4

graded stone aggregate 20 mm nominal size) 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 :

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24.1 DSR

18.35.1

With F.P.S. brickseach 2.00 8528.75 17057.50

25 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x

45 cm dry brick honey comb shaft with bricks of class

designation 75 and S.W. drain pipe 100 mm diameter,

1.8 m long complete as per standard design.

25.1 DSR

19.32.1

With F.P.S. brickseach 2.00 9938.60 19877.20


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Item

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Description of Item Unit Quantity Rate in

figures (in

Rs.

Rate in words (in

Rs.)

Amount (in Rs.)

All doors and frames shall be finished with etched

primer coating, stove zinc phosphate primer and

thermosetting polyurethane aliphatic grade paint of

approved RAL colour. The door leaf and frame

shall have passed minimum 250 hours of salt

spray test.

Rate should include supply and installation of door

and hardware set as mentioned in the door and

hardware schedule in the technical specifications

(Section-3)a

Steel door single leaf of size: D3 1000x2400mm

without vision paneleach 7

b


without vision paneleach 7

c


without vision panel each 7

d

Steel door single leaf of size: D4 900x2400mmwithout visionpanel each 7

e


without visionpanel each 6

f

Steel door double leaf of size: D2 1500x2400mm

with vision panel each 2

g


without vision panel each 1

h


with 200x300mm vision panel (Un Equal Shutter)each 1

i


with 150x750mm vision paneleach 22

j



k



l


with 150x750mm vision panel each 1

m



n

Steel door single leaf of size: D4 900x2400mm with

200x300mm visionpaneleach 4

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o



p



q



r


without visionpaneleach 1

s



t


with vision panel

each 8

u



v



w



x



y



z


with vision panel (Un Equal Shutter)each 2

3 Providing and fixing of Stainless Steel toilet partitions

and cubicles with doors and hardware for fixing and

mounting of the panels as manufacture

specifications and by Approved vendor. The scope of work includes complete in all respect and as per the

direction of Engineer in charge

Construction of cubicles : The panels should be

constructed for 25mm and doors for 22mm thick

sandwiched skin with the infill material of honey

comb core. The core should be bonded with resin

and should have a flat face on either side. All panels

should have a built in feature to be totally sight proof

on all four corners for better privacy. Standard gap of

150mm on sides and on the moving element has to

be provided unless otherwise specified. Cubicles

should have a provision for mounting of the toilet

hardware like handrails, hinges, locks with indicator,

coat hooks as specified. All panels should be fully

protected with the self adhesive film and to be

removed at the handing over of the cubicles.

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Type : Floor Mounted with legs: The cubicles are

mounted on the Stainless Steel legs. Support bars

on top for stability and integrity which in turn is

connected to solid wall support. Wall brackets and

corner brackets to be used while assembling the

cubicles. In addition the door should have a self-

closing hinge and an indicator slip latch or bolt with a

knob outside.

Material / Finish / Hardware : A. All toilet partitions

and cubicles should be made out of first gradestretched level quality Stainless Steel conforming to

SS304 grade. All products should be made out of

0.6mm (22g) Stainless Steel sheet.Door Hardware:

Heavy duty, Stainless Steel.

1. Top & Bottom Hinge: Surface Mounted, with

Stainless Steel pin in the plane of the door.2. Latch:

Surface mounted, with emergency access. 3. Coat

Hook and Bumper : Surface mounted 4. Wall

Brackets: For wall support and mounting the panels.

C. Legs should be made out of Stainless Steel as

specified. D. All support and locking accessories

should be Stainless Steel as specified.

Installation :All cubicles should be checked for

dimensional accuracy before start of installation. Any

variations in the agreed site conditions or civil

structure should be addressed before installing the

panels and doors. The internal fittings like WC

related works should be completed in all aspects

before the anels are ositioned. All installationCubicle Size is 1800 MM X 1300 MM each 65.00

4 Supplying and Fixing of Unplasticised Poly Vinyl

Chorlide (UPVC) Casement Window of approved

make, using UPVC reinforced profiles of required

sizes. The minimum wall thickness for the external

surfaces shall not be less than 2.5mm. The system

must have minimum 3 sealed chambers, for the

casement shutter and mullion section capable of

mountingsingle / double glazing system, structurally

reinforced with hot dip galvanized steel with 120GSM

of miniumum thickness of 1.8mm prefabricated and

welded through fusion welding. the window shall be

fitted with 5mm thick tinted / float glass of reputedmake duly fitted with EPDM weathering seal and

accesories likefriction stay hinges of stainless steel

grade 304-2Nos per sash, handle with with zamak

alloy casting 1 No per sash, multipoint locking

system suitably concealed 1 No per sash and the

system is to be installed at site using anchor

fasteners, silicon sealant, easy galzing / deglazing at

site etc., including cost and conveyance of all

material, accessories, labour charges for

transportation, erection at site complete for finished

item of work

Sqm 42.00

Total C/o to Summary : Rs.

C FLOORING WORKS

1 Providing and laying Vitrified Ceramic floor tiles 600

mmx 600 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) including

pointing the joints with white cement and matching

pigment etc., complete.(IMOLA or its equivalent)

sqm 600.00

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2 Providing and fixing Ist quality ceramic vitrified 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

sand) and jointing with grey cement slurry @ 3.3kg

per sqm including pointing in white cement mixed

with pigment of matching shade complete. ( Size 600MM X 300 MM ) IMOLA or its equivalent

sqm 1910.00

3 Providing flooring with best quality approved colour

granite slab not less than 20 mm thick of size not

less than 1200 x 900 mm/ 900 x 600/ 600x600 mm,

machine cut with water ( without kerosene ) and

factory high pre-polished, set in cement mortar 1:4 to

a thick not less than 20 mm (for surface contact of

the bottom of the granite slab) as per approved

pattern/design using irrespective of size and shape,

including finishing the joints with Cement Slurry

and cutting, edge chamfering and polishing with tin-

oxide / high gloss factory polish as per

manufacturer's Specification and as directed.

Grinding after laying for level adjusment shall not be

permitted.

Rate shall include for preparation of base surface &

finished the surface, protection with gypsum/pop

layer over plastic sheet and removing the same

before handing over,work at all levels and as

directed by Engineer-in-charge.

sqm 2520.00

4 Extra for providing and fixing step risers and treads

in place of f loor ing with approved colour granite

slab of thickness not less than 20 mm in single

piece for each step rounded or patterned as per

drawing over a bed of C.M 1:4, 20 mm thick, all

edges machine cut, machine polished including

cutting, Flame the Granite in the edges to a width of

25mm(Entrance steps), making groove to the

specified size in the edges( Staicase steps),

chamfering and edge polishing to rough,medium,

nice, acid wash and tin oxide polishing as per manufacturers specification and as directed. Rate

shall include for preparation of base surface, jointing

with matching cement slurry, work at all levels etc

complete, all as directed by Engineer-in-charge.

Sadarahalli Grey/Steel grey sqm 500.00

5 Extra for providing and fixing 125 mm high skirting in

place of flooring with best qual i ty approved colour

granite slab of thickness not less than 20 mm,

machine cut and machine high pre-polished set in

C.M 1:3, 12 mm thick uniformly beyond the backing

mortar / plastered surface and finishing the joints

with white cement slurry at all levels and all as

directed. Rate shall include for preparation of

surface, chasing of wall and acid cleaning, edge

chamfering and polishing.

metre 1440.00

Sadarahalli Grey/Steel grey


D BARICADING WORKS

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1 Providing, supplying and fixing temporaray

barrication with GI sheet at all height up to 3.0m and

soft partition with green fibre cloth up to 17.0M for

the entire width of the proposed extension side

providing temporary barication around the proposed

construction with necessary GI sheet, MS Pipe

vertical and horizontal supports with holding clamps ,

temporary barigator shall be removed after

completinon of project or as per directed by the

client. the entire structure to abide all the safetyregulations. contractor to ensure adequate size of

support member to ensure total safety of barication

for the entire duration of project

Sqm 4500.00


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E GLA ZING WORK S

1 Unitized structural glazing (for complete system) :-

Prepration of shop drawing, detailing providing and

fixing Unit ized s truc tu ral g lazing sys tem with

vision panel and vision on spandral panel shall have

Insulated Glazed unit - 24 mm thick (6mm glass + 12

mm airgap+ 6mm glass) of approved make and as

specified and work shall be completed as per

direction of engineer in charge. Rate including

f ix in g th e g las s b ut ex cl ud in g c os t o f s up pl y o f glass which will be measured separately. (REFER

DETAILS AT SECTION -3 TECH SPECS)

INCLUDING FRAMES, SECTIONS ETC...

Sqm 1,360

2 Punched window/St rip w indow (System): for

complete system prepration of shop drawing,

detailing, providing and fixing Unitized structural

glazing system with Punched window / Strip

window either on the same plane of the unitized

structural glazing system or recessed as per drawing

with Insulated Glazed unit - 24 mm thick (6mm glass

+ 12 mm airgap+ 6mm glass) of approved make and

as specified and work shall be completed as per

direction of engineer in charge. Rate including

f ix in g th e g las s b ut ex cl ud in g c os t o f s up pl y o f

glass which will be measured separately. (REFERDETAILS AT SECTION -3 TECH SPECS)

Sqm 50

3 Hardwares for Top hung windows: Extra rate over

& above the structural glazing item above for

providing top hung openable outward shutter of size

as shown in the approved drawing and to be

provided and fixed on the same plane of the

Unit ised s truc tu ral g lazing sys tem with same

shade & make of glass with the specified hardwares

excluding the cost of Insulated glazed unit specified

and work shall be completed as per direction of

engineer in charge.(REFER DETAILS AT SECTION -

3 TECH SPECS)

Each

set 20

4 Insulat ion for Spandrel : Rock wool slab - 64

Kg/cum and having 'K' value of 0.033 w/Mok - 50 mm

thick wrapped with factory pressed Black glass tissue

and using 1.0mm thick powder coated G.I tray withfold alround to a height of 100mm minimum as

thermal insulation to be fixed behind Composite

panel cladding area as mentioned. All the edges

between powder coated M.S tray and frame to be

sealed with Non-Staining weather silicon sealant of

approved make.(REFER DETAILS AT SECTION -3

TECH SPECS)

Sqm 1,360

5 Swing / Openable door :

complete system for the openable door with patch

fittings. Providing and fixing the openable Double /

Single leaf door with patch fittings. Rate shall include

the cost for supplying and fixing of laminated glass

12.52 mm thick and having 6 mm thick as outer

panel and 5 mm thick as inner panel with interlayer

of 1.52 mm thick PVB - santry Glass plus of Dubond

make. Both outer and Inner pane shall be uncoated

clear glass of Saint Gobain or Asahi make and both

panes shall be toughened, supply & fixing of

hardwares and necessary accessories etc.. (REFER


INCLUDING FRAMES, SECTIONS ETC...

a Double Leaf door as per the details above. Sqm 70

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6 Fixed window sy stem using WCP/ 'U' channel:

Fixed window system: designing, providing and

fixing "fixed window system" having laminated glass -

13.52 mm thick of approved make. Rate includes

supplying and fixing the laminated glass 13.52 mm

thick and having 6 mm thick as outer panel and 6

mm thick as inner panel with interlayer of 1.52 mm

thick PVB - santry Glass plus of Dubond make. Outer

pane glass shall be reflective coated glass - Sunergy

Clear of Asahi make or ST 167 of Saint gobainmake. Inner pane shall be uncoated clear glass and

both panes shall be toughened and heat soak tested

and continuous WCP at top and Aluminium 'U'

channel at bottom etc.. (REFER DETAILS AT

SECTION -3 TECH SPECS) INCLUDING FRAMES,

SECTIONS ETC...

Sqm 500

Supply of glass

7 Glass for Structural Glazing system complete: Supply

of glass as per the options given below to the

respective place to fix the glass on the system as

described in Technical specification. Fixing the glass

shall form part of the system and shall include in the

cost quoted under respective item. Refer Technical

specification for the glass performance, processing,

thickness and coating of glass, tint and other

parametres like heat treatment process etc. Allpanes of glass shall be heat strengthened.

Mode of Measurement :

Glass on structural Glazing & others : Length and

breadth of the superficial area of the finished work

shall be measured centre to centre of the grooves on

the external surface viewed externally correct to a

centimetre under the respective items. Areas shall

be calculated in a square metre correct to two places

of decimal. (REFER DETAILS AT SECTION -3

TECH SPECS) ETC...

Vision Panel & Spandrel Panel : Insulated Glass -

24 mm thick with 6 mm thick Reflective coated glass

on both surface - ET 725 of Saint Gobain or

equivalent as outer pane and 12 mm airgap and 6

mm thick uncoated clear glass as inner pane of

same make. Both panes are heat strengthened. Rate

exclude fixing of glass, fixing of glass shall form part

the system cost quoted. The glass will be selected at

appropriate time by Client / Architect.

Sqm 1,410

8 Vision Panel & Spandrel Panel : Insulated Glass -

24 mm thick with 6 mm thick Reflective coated glass

on both surface - SKN 744 of Saint Gobain or

equivalent as outer pane and 12 mm airgap and 6

mm thick uncoated clear glass as inner pane of

same make. Both panes are heat strengthened. Rate

exclude fixing of glass, fixing of glass shall form part

the system cost quoted. The glass will be selected at

appropriate time by Client / Architect. . ( REFER


Sqm 10

9 Laminated sandwiched composi te panel (ACP)cladding system

Providing, supplying, fixing complete system (Dry

wall cladding) including providing and fixing the

system to clad the Aluminium composite panel (ACP

with Mineral Core) as per the specification on the.

external surface the external surface like column,

wall, jambs, sills, projected area, ceiling or any

surface to any profile and shape, horizontally,

vertically, sloped, curved, circular etc complete.

(REFER DETAILS AT SECTION -3 TECH SPECS)

INCLUDING FRAMES ,SECTIONS ETC...

Sqm 2,800.00

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10 Providing, supplying, fixing complete system

including providing and fixing Aluminium composite

panel (ACP with Mineral Core) to clad the external

surface of the Canopy, screen wall and Pergola as

per profile and shape shown in the Drawing with

necessary Hot dip Galvanised Structural steel

support to clad the ACP and all support to be

designed to withstand the Design wind pressure and

the specification specified above etc complete. Base

support will be measured under respective itemseparately.

NOTE :- Base structural steel frame work for ACP

cladding covered under this item shall be measured

separately under the respective Item, but the frame

work required for cladding shall be part Items rate

quoted in this items. (REFER DETAILS AT

SECTION -3 TECH SPECS) INCLUDING FRAMES

Sqm 100.00

11 providing and applying Cold Bituminous coat ing

(Vapour barrier) on the External wall behind

Composite panel cladding area etc as mentioned.

(REFER DETAILS AT SECTION -3 TECH SPECS)

Sqm 2,820

12 providing and fixing in position Hot rolled structural

steel Members / Sections at all levels. (REFER


INCLUDING FRAMES, SECTIONS ETC…

Kg 25


F Insulation, Granite Cladding

Insulation

1 Providing and fixing Rock wool - 50 mm thick - 64 Kg

/ cum and having ‘K’ value of 0.023 w / M deg k of

approved make conforming to IS - 8183 / BS 3958 /

ASTM C 612 on the spandrel panel area i.e, behind

the ACP / glass and for smoke seal at sill level.

These wool should be covered with Black tissue

factory pressed - 0.50 mm thick (Nominal Mass - 60

Kg/cum) to conform Non combustibility Class - fire

rating to BS 476 - part 7 & IS 3808 and fixed by using

GI Angle / channel of required size as base and the

wool shall be tied with 22 gauge G.I. wire in criss-

cross manner into Galvanised angle / Channel to

the structure and shall be covered with powder coated M.S sheet 1mm thick. Rock wool should be

fixed to the main aluminium frame work between

mullion & transom on each side with the gap of 25 to

30 mm from the inner surface of the Glass/ACP (i.e

behind the spandrel panel glass / ACP area / stone

cladding). Insulation tray shall be fixed in between

the transoms & mullions and tray shall have fold on

all 4 sides to the extend of 75mm on all 3 sides and

100 mm at bottom.

Sqm 110.00

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Granite Cladding

1 Providing and fixing Granite slab - Dry type fixing

using approved colour granite slab (Basic cost of

Granite not less than Rs.200/- per sq.ft) thickness as

specified in Schedule of Quantities and size as per

drawing subject to the size of slab is not less than

600x600 mm to the maximum extent. Rate shall

include providing smaller size of granite if

necessitated to form a Patten or at corners and no

extra cost is payable, if any additional cutting,polishing is involved. Each granite slab is to be

individually supported using 4 Nos.of stainless steel

clamps of size 75 x 50 x 5 mm two each at top and

bottom with necessary SS screws & bolts and all SS

shall be 300 series - 316 Grade. Each SS clamp will

be fixed to the wall using two numbers of MS

oxidized non-corrosive expansion anchor fasteners

of size 10 mm head, 6 mm dia. and 100 mm length

for masonry work , 10 mm head, 6 mm dia. and 75

mm length for RCC areas. SS clamps with the

lipping of 12 mm height shall be fixed into the Granite

at the top & bottom in the cut groove on the granite

with groove cut is being 20mm long, 8mm wide.

Any corner or junction slab which may be of smaller

size should also be supported similarly. Each slab

will also have similar 2 clamps at the top, balance

gaps in the grooves after placing the Clamps in the

granite shall be filled with suitable adhesive of

approved make to ensure that the clamps are fixed

stable and not loosened. There will be no gaps seen

between the granite slabs in elevation or provide 3

mm Gap between the Granite slabs as directed. All

the edges of the Granite slab shall have "V" cut or

Half / Full round chamfered finish both horizontal and

vertical joints. It has to be ensured that the slabs are

perfectly vertical and in plumb. Gaps between the

granite slabs are to be filled with clear silicone non

staining sealant of approved make and all as per

manufacturer specifications. Rate shall include

providing the Granite slab matching the groove /

elevation lines to close the gaps on the top and sides

to prevent water or any insects coming through the

gap between wall and Dry fixing Granite.

Rate shall include for using the water cut Granite

slab (Kerosine cut not permitted either at factory or at

site), procuring the Granite from well recognized

approved quarry / supplier’s with control over quarry

and mixing of quarry / supplier’s for same shade

shall not be permitted under no circumstances and

also to be ensured that the shade of Granite

procured from single source will be uniform and no

colour or pattern variation and charges for groove

cutting in granite to fix SS clamps, Ch