New Construction of Multi-Storey Building at S.G. Highway, Ahmedabad. (Sub Registrar Offices and Central record room)

Name of Work :- New Construction of Multi-Storey Building at S.G. Highway, Ahmedabad. (Sub

Registar Offices and Central record room)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

1 3232.00 Excavation for foundation Upto 1.50 117.08 Rupees One Cum

m depth including sorting out and Seventeen

stacking of the useful materials and And Paise

disposing off the excavated stuff with .

all lead and lift. (A) loose or soft soil.

2 2693.00 Excavation for foundation from depth 162.38 Rupees One Cum

1.50 m to 3.00 m including sorting

out and stacking of the useful And Paise

materials and disposing off the Only

excavated stuff with all lead and lift. .

(B) Dence or hard soil.

3 3119.00 Excavation for foundation from depth 174.23 Rupees One Cum

3.00 m to 5.00 m including sorting

out and stacking of the useful Four And

materials and disposing off the Twenty

excavated stuff with all lead and lift. Three Only

(B) Dence or hard soil.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

4 2112.00 Filling in foundation and plinth with 289.06 Rupees Two Cum

murrum or selected soil in layers of Hundred

20 cm Thickness including watering,

ramming and consolidating etc. Six Only

5 1322.00 Filling in plinth with sand under floors 460.19 Rupees Cum

including watering, ramming Hundred

consolidating and dressing etc. Paise

6 7742.00 Collecting Carting and disposing of 412.49 Rupees Cum

surplus earth, debris etc. with all lead Hundred

and lift. Paise Forty

7 8394.00 Earthwork for embankment including 183.70 Rupees One Cum

breaking clods, dressing with all lead Eighty Three

and lift (including watering and And Paise

rolling) (E) From Borrow area within Only

all lead & lift

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

8 1103.00 Anti-Termite System :Carrying out 105.95 Rupees One Sqm

plinth treatment to post Hundred

conctruction/existing structure by

spraying chemical solution for termite Five Only

control treatment including labour

and materials consistment with I.S.I

specification using Chlordene and

Chiorpurfiles 20 EC. As per

6131_part-II Consentration weight

one percent is recommended i.e.

one litre 20 EC chemical emulsion

with 19 litre give 1% concentration

inclusive of one litre chemical

emulsion application at the rate of

litre chemical / Sqm of surface is

recommended as per IS.

9 308.00 Providing and laying in position 4024.55 Rupees Cum

Ready Mixed M-150 grade concrete

for reinforced cement conctere work Twenty Four

in Foundations & Plinth, using And Paise

cement content as per approved Only

Design Mix manufactured in fully

automatic batching plant at site of

work in transit mixer having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

work including pumping of R.M.C.

from transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork finishing and

admixtures in recommended

proportions as per IS : 9103 to

accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -In -

Charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained) (Cement level

10 1189.00 Providing and laying in position 5235.54 Rupees Five Cum

Ready Mixed M-350 grade concrete

for reinforced cement conctere work Hundred

in Foundations, footings, Bases of Thirty Five

columns and Mass conrete work in Fifty Four

footing , using cement content as per Only

approved Design Mix manufactured

in fully automatic batching plant at

site of work in transi mixer having

continuous agitated mixer,

manufactured as per mix design of

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

specified grade for reinforced

cement concrete work including

pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of

reinforcement and including cost of

centering. shuttering, formwork

finishing and admixtures in

recommended proportions as per IS

: 9103 to accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -In -

Charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained) (Cement level

11 214.00 Providing and laying in position 7741.15 Rupees Cum

Controlled Concrete M-350 grade for Seven

reinforced cement conctere work in Seven

Column from foundation to 1st floor Hundred

level, curing complete including cost

of form work in laminated plywood Fifteen Only

shuttering but excluding

reinforcement for reinforced concrete

work.(Min cement level as per latest

IS 456 shall be maintained) (Cement

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

12 234.00 Providing and laying in position 6420.92 Rupees Six Cum

Ready Mixed M-250 grade concrete Thousand

for reinforced cement conctere work

in Plinth Beams, Tie Beams, using

cement content as per approved Paise Ninety

Design Mix manufactured in fully Two Only

automatic batching plant at site of

work in transi mixer having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work including

pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of

reinforcement and including cost of

centering. shuttering, formwork

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -In -

Charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained) (Cement level

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

13 53.00 Providing and laying in position 7534.97 Rupees Cum

Ready Mixed M-350 grade concrete Seven

for reinforced cement conctere work

in Pardi/shear wall from foundation Hundred

to 3rd floor level, using cement Thirty Four

content as per approved Design Mix And Paise

manufactured in fully automatic

batching plant at site of work in transi

mixer having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork in laminated

plywood shuttering finishing and

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete,improve workability without

impairing strength and durability as

per direction of the Engineer-In-

Charge.Without Fly Ash(Min cement

level as per latest IS 456 shall be

maintained) (Cementlevel 425kg)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

14 133.00 Providing and laying in position 5114.74 Rupees Five Cum

Ready Mixed M-200 grade concrete Thousand

for reinforced cement conctere work Hundred

in Grade Slab, using cement content Fourteen

as per approved Design Mix And Paise

manufactured in fully automatic

batching plant at site of work in

transit mixer having continuous

agitated mixer, manufactured as per

mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork finishing and

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -in -

charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

maintained) (Cement level 360 kg ).

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

15 143.00 Providing and laying in position 7681.96 Rupees Cum

Controlled Concrete M-300 grade for Seven

reinforced cement conctere work in

Column for 1st floor to 3rd Floor Eighty One

levels, curing complete including cost And Paise

of form work in laminated plywood

shuttering but excluding

reinforcement for reinforced concrete

work.(Min cement level as per latest

IS 456 shall be maintained) (Cement

16 443.00 Providing and laying in position 7684.36 Rupees Cum

Controlled Concrete M-250 grade for Seven

reinforced cement conctere work in

Column for 3rd Floor to Terrace Eighty Four

levels, curing complete including cost And Paise

of form work in laminated plywood

shuttering but excluding

reinforcement for reinforced concrete

work.(Min cement level as per latest

IS 456 shall be maintained) (Cement

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

17 887.00 Providing and laying in position 6602.07 Rupees Six Cum

Ready Mixed M-250 grade concrete Thousand

for reinforced cement conctere work Six Hundred

in Beam for all floor, using cement

content as per approved Design Mix Only

manufactured in fully automatic

batching plant at site of work in

transit mixer having continuous

agitated mixer, manufactured as per

mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering using steel props,

formwork & finishing and admixtures

in recommended proportions as per

accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -in -

charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

maintained) (Cement level 380 kg)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

18 45.00 Providing and laying in position 7537.33 Rupees Cum

Ready Mixed M-300 grade concrete Seven

for reinforced cement conctere work Thousand

in Pardi/shear wall for 3rd floor to 7th

floor level, using cement content as

per approved Design Mix And Paise

manufactured in fully automatic Thirty Three

batching plant at site of work in Only

transit mixer having continuous

agitated mixer, manufactured as per

mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork in laminated

plywood shuttering (With max three

repetition) finishing and admixtures

in recommended proportions as per

IS: 9103 to accelerate/ retard setting

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -in -

charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

maintained)(Cement level 410 kg)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

19 33.00 Providing and laying in position 7325.23 Rupees Cum

Ready Mixed M-250 grade concrete

for reinforced cement conctere work Three

in Pardi/shear wall for 7th floor to Hundred

terrace level, using cement content And Paise

as per approved Design Mix Twenty

manufactured in fully automatic

batching plant at site of work in

transit mixer having continuous

agitated mixer, manufactured as per

mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork in laminated

plywood shuttering finishing and

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -in -

charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

maintained) (Cement level 380kg)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

20 1065.00 Providing and laying in position 7798.07 Rupees Cum

Ready Mixed M-250 grade concrete Seven

for reinforced cement conctere work Thousand

in Slab For all floor level, using

cement content as per approved Ninety Eight

Design Mix manufactured in fully And Paise

automatic batching plant at site of Seven Only

work in transit mixer having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work including

pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of

reinforcement and including cost of

centering. shuttering using steel

props formwork finishing and

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard

setting of concrete, improve

workability without impairing strength

and durability as per direction of the

Engineer -in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained) (Cement

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

21 43.00 Providing and laying controlled 7703.43 Rupees Cum

cement concrete M-250 and curing

etc. complete including the cost of Seven

form work but excluding the cost of

reinforcement for RCC work in Paise Forty

Lintel/Cill for all floors. (Cement level Three Only

22 34.00 Providing and laying controlled 7050.24 Rupees Cum

cement concrete M-250 and curing

complete including the cost of form Fifty And

work but excluding the cost of Paise

reinforcement for RCC Chhajjas for Only

all floors level including finishing with

cement mortar 1:3 ( 1 cement :3

Sand ) to give a smooth and even

surface including curing etc

complete. (Cement level 380 Kg)

23 1380.00 Providing throating or plaster drip 41.66 Rupees Rmt

and mouldingto R.C.C. Chajjah 1 x 1 And Paise

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

24 89.00 Providing and laying in position 6407.61 Rupees Six Cum

Ready Mixed M-250 grade concrete Thousand

for reinforced cement conctere work

in Staircase for All floors, using

cement content as per approved Paise Sixty

Design Mix manufactured in fully One Only

automatic batching plant at site of

work in transit mixer having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work including

pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of

reinforcement and including cost of

centering. shuttering, formwork

finishing and admixtures in

recommended proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer -in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained) (Cement

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

25 36.00 Providing and laying in position 8179.89 Rupees Cum

Ready Mixed M-250 grade concrete Eight

for reinforced cement conctere work Thousand

in Pardi/Parapet for all floor, using

cement content as per approved

Design Mix manufactured in fully Nine And

automatic batching plant at site of Paise Eighty

work in transit mixer having Nine Only

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work including

pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of

reinforcement and including cost of

centering. shuttering, formwork of

Laminated plywood shuttering

finishing and admixtures in

recommended proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer -in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained) (Cement

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

26 688460.00 Providing and laying TMT Bar Fe 80.72 Rupees Kg

500D reinforcement for RCC work Paise

including bending, binding and

placing in position complete for all

27 182.00 Brick work using common burnt clay 4021.02 Rupees Cum

conventional building bricks having

crushing strength not less than 35 Twenty One

Kg/sqmt. in foundation and plinth in And Paise

cement mortar 1:6 ( 1 cement : 6 fine

sand ) including curing etc.

28 1052.00 Brick work using common burnt clay 4476.85 Rupees Cum

conventional building bricks having

crushing strength not less than 35 Four

Kg/sq cm. in Super structure for All Seventy Six

floors in cement mortar 1:6 (

cement : 6 fine sand ) including Only

curing etc. complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

29 2371.00 Half brick masonary in common 680.16 Rupees Six Sqm

burnt clay conventional building Hundred

bricks having crushing strength not Paise

less than 35 Kg/Sq.cm. in C.M. 1:4 ( Sixteen Only

1 cement : 4 coarse sand ) including

curing etc. complete for all floors.

30 10593.00 Providing 10 mm thick Mala cement 249.62 Rupees Two Sqm

plaster in single coat on Hundred

brick/concrete wall/ceiling for interior

plastering finished even and smooth Sixty Two

including scaffolding, curing and 1 Only

cm x 1 cm grooves at junction of

structural members etc. complete. In

Cement mortar 1:3(1 cement : 3 fine

sand) for all floors.

31 8751.00 Providing 20 mm thick double coat 392.74 Rupees Sqm

Mala cement plaster on interior Three

brick/concrete work for plastering Hundred

comprising of base coat of 12 mm

thick cement plaster in Cement

mortar 1 : 4 ( 1 cement : 4 coarse Four Only

sand ) in rough finishing and 8 mm

thick top coat of cement mortar 1 :

( 1 cement : 2 coarse sand ) finished

with trovel including scaffolding

curing and 1 cm x 1 cm grooves at

junction of structural members etc.

complete for all floors.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

32 1838.00 Providing 15 mm thick Waterproof 338.32 Rupees Sqm

cement plaster using water proofing

powder or materials 1Kg/1Bag of Thirty Eight

cement or in proportion And Paise

recommended by the manufacturer Only

for all floors on brick work/concrete

work for interior plastering finished

even and smooth including curing

etc. complete in C M 1:3 ( 1 cement :

3 coasrse sand) including finishing

with a flooting coat of neat cement

slurry etc complete.

33 5936.00 20 mm. thick Sand face GUTKA 300.66 Rupees Sqm

Cement PLASTER WITH 1 CM X Three

1CM GROOVES AS PER PATTERN

on walls above ground level Sixty Six

consisting of 12 mm. thick backing Only

coat of C.M. 1:3 (1 cement : 3 sand)

and 8 mm. thick finishing coat of

C.M. 1:1 (1 cement : 1 sand) etc.

complete for total height of building.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

34 6283.00 Finishing wall with weather proof 133.62 Rupees One Sqm

exterior Acrylic emulsion paint as

approved by Engineer in Charge on And Paise

wall surface in two coats & One coat Sixty Two

of primer of white cement material to

give an required shade after

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials etc. complete for

35 10663.00 Wall painting (tthree coats) with 158.95 Rupees One Sqm

plastic emulsion paint of approved Hundred

brand and manufacture on new

Cealing surface to give an even Ninety Five

shade including two coats of lapy ( Only

putty) & two coats of primer of

approved brand including thoroughly

brushing the surface free from mortar

dropping and other foreign matter

and sand papered smooth for all

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

36 8849.00 Wall painting (three coats) with 153.54 Rupees One Sqm

plastic emulsion paint of approved Hundred

brand and manufacture on new wall

surface to give an even shade Fifty Four

including two coats of lapy ( putty) & Only

two coats of primer of approved

brand including thoroughly brushing

the surface free from mortar

dropping and other foreign matter

and sand papered smooth for all

37 82.00 Provdg. & laying 600 x 600 mm 992.66 Rupees Sqm

machine cut mirror polished Blue Nine

kota stone slab flooring over 20 mm

(average) th. base if cement mortar And Paise

1:6 (1 cement : 6 coarse sand) or Sixty Six

L.M. 1:1.5 laid over and jointed with

grey cement slurry mixed with

pigment to match the shade of slab

incl. Rubbing & polishing and edge

moulding of sides etc. complete. (A)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

38 13.00 Provdg. & laying machine cut mirror 1187.79 Rupees One Sqm

polished Blue kota stone slab 25 mm

th. In risers of steps, skirting, dedo Hundred

and pillars laid on 10 mm th. Cement Seven And

mortar 1:3 (1 cement :3 coarse sand Paise

) and jointed with grey cement slurry Nine Only

mixed with pigment to match the

shade of slab incl. rubbing &

polishing etc. complete.

39 6211.00 Providing and fixing 600 mm x 1073.13 Rupees One Sqm

600mm / 24" x 24" of 8 to 10 mm Thousand

thick Soluble Salt Full body vitirified Three And

tiles as approved by Engineer in Paise

charge / Architect in two colour Thirteen

patern in light / dark shade flooring

over 20 mm base of cement mortar

(1:6) ( 1 Cement : 6 corse Sand ) laid

over new surface and jointed with

colour cement slury and finished with

flush pointing and cleaning the

surface etc complete as directed by

engineer in charge.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

40 246.00 Providing and laying 8 to 10 mm 1141.45 Rupees One Sqm

thick Soluble Salt Full body vitirified Thousand

tiles as approved by Engineer - in - Hundred

charge in two colour pattern in Light / Forty One

Dark shade Skirting, Risers of Steps,

Dedo on 10mm thick Cement Plaster Only

1:3 (1 cement : 3 coarse sand) and

jointed with colour cement slurry and

finished with flush pointing and

cleaning the surface etc.complete as

directed by Engineer-in-charge.

41 306.00 Provdg. & laying matt finished 917.25 Rupees Sqm

Colour/Printed/Digital glazed tiles of Nine

size 300 x 300 mm or 450 x 450 mm Seventeen

or 600 x 600 mm or any specified And Paise

size as directed by engineer in

charge 6 to 8 mm th. as approved by

Engineer in Charge In flooring,

treads of steps & landings laid on a

bed of 12 mm th. Cement mortar 1:3

(1cement : 3 coarsesand finished

with flush pointing in white cement.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

42 1101.00 Providing and laying Colour / printed 1441.22 Rupees One Sqm

/ Designer digitalized glazed tiles of Thousand

size 600mm x 300 mm or 450mm

x300 mmm or any specified size as Forty One

directed by engineer in charge 8 mm And Paise

to 10mm thick as approved by Twenty Two

Engineer in Charge in skirting risers

of steps and dado on 10 mm. Thick

cement plaster 1:3 (1 cement :

coarse sand) pointing in white

cleaned jointed with white cement

43 57.00 Providing and laying Machine cut 5297.45 Rupees Five Sqm

free edges, machine polished Green Thousand

Marble slab 25 mm thick flooring Hundred

over 20 mm (average) base of Ninety

cement mortar 1:6 ( 1 cement :

coarse sand) or L.M. 1:1.5 laid and Five Only

jointed with cement slurry including

rubbing & polishing etc. complete

with aproved colour, shade and size

by Architect or Engineer in charge

for all floors.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

44 223.00 Providing and laying Granite slab 18 2506.82 Rupees Two Sqm

mm thick (Average) one side Thousand

polished in skirting, risers of steps, Hundred Six

dedo and pillars laid on 10mm thick And Paise

cement mortar 1:3 (1 cement :

coarse sand) and jointed with gray

cement slurry including rubbing &

polishing,quarter Rounding the

edges etc. complete with aproved

colour, shade and size by Architect

or Engineer in charge for all floors.

45 245.00 Providing and fixing ready to install 2537.12 Rupees Two Sqm

full body vitrified step tiles of size Thousand

120 x 30cm tread & 120 x 15cm riser Five

and 60x60cm landing with unique

antiskid unglazed surface finish with

self embossed grooves and bull- Twelve Only

nose finish on 10 mm thick Cement

mortar 1:3 (1 cement :3 coarse sand

) and jointed with grey cement slurry

incl. rubbing and polishing etc.

complete. as colour and shade as

approved by Architect / Engineer in

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

46 1011.00 Providing and fixing of Green Marble 1982.63 Rupees One Sqm

( Average 18 mm thickness ) of Thousand

Approved colour & shade for door Nine

frames , windows' sills & jambs with

all Exposed edges Polished,

Chamfered and projected 6mm Sixty Three

from finished wall thickness, making Only

scratches & skin cut on Rear face of

green marble shall be sanded using

clean Sand sieve no.10 passed

2mm, fixed with Araldite 1 : 0.8 (1

Resin : 0.8 Hardener ) and Dried

Atleast 36 hours before fixing on

mm thick cement mortar 1 : 3 (

cement : 3 coarse sand ) laid over

and jointed with grey cement slurry

including rubbing and polishing and

half round moulding etc. complete.

with aproved colour, shade and size

by Architect or Engineer in charge

for all floors.

47 7.00 Providing and fixing 18mm thick both 2404.81 Rupees Two Sqm

side polished telephone black/brown Thousand

granite for division plate of size

0.60mm X 1.20mm with piping edge Four And

between two urinal fixing in brick wall Paise Eighty

including making groove in wall and

fixing in C.M. 1:1 finishing etc.

complete.(For all floor)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

48 5.00 Providing & Fixing Sandwich type 8145.06 Rupees Sqm

Platform of 700 mm wide using Top Eight

18 mm thick granite of approved

shade and sample and bottom

mm thick single side Polished kota Forty Five

stone with 25 mm thick screed of And Paise

cement mortar 1:3 With granite Facia Six Only

Patti and vertical End granite

supports. The stone shall be fixed by

chassing in to the wall surface and

supported with M S Double angle

50x50x8 mm thick fixed in the wall

with C/C 900mm including SS Sink

of size 610 x 460 mm waste brass

coupling, stainless steel extension

nipple, flexible PVC outlay pipe,

Hindware Sink cock with Casted

Swinging Spout F100034 etc

complete as suggested by

Architect/Engineer -in-charge.

49 299.00 Providing and laying Cement 7031.22 Rupees Cum

concrete1:2:4 flooring( 1 cement : 2 Seven

coarse sand : 4 graded stone Thirty One

aggregates 20 mm. nominal size) And Paise

and curing complete excluding cost

of from work. .

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

50 906.00 Providing and laying broken china 747.29 Rupees Sqm

mosaic flooring for plain and curve Seven

surfaces.12 mm.to 20 mm.of broken Forty Seven

pieces of ceramic tiles,glazed tiles And Paise

(one or more colour as directed) to Twenty Nine

be laid over cement mortar bedding

of C.M.1:3 to plain or slopes and to

be tempered to bring mortar cream

up to surface with using white

cement and colour pigment including

rounding of junctions and extending

them up to 15 Cms.along the wall

and curing with bends,any patterns

or design as per drawing and

direction including cleaning with

water and oxilic acid including using

water proofing material at the rate of

1 Kg./bag of cement.

51 600.00 Providing cement vata (10 cm x 10 23.68 Rupees Rmt

cm size) quarter round in cement Three And

mortar 1:1 including neat cement Paise Sixty

finishing, watering etc complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

52 131.00 Providing and fixing Double shutter 8178.98 Rupees Sqm

Door with Anodized Aluminum Eight

Section frame of required size with

shutter made from T.W. 5 cm x 15 Hundred

cm styles and 6 No. of 5 cm x 5 cm Seventy

T.W. rails covered with 6 mm thick Eight And

water proof standard ply finished

with both side standard decorative

laminate including floor spring

pivoted shutter with 60 cm long S.S.

handle and and necessary fixtures

and fastneres as approved by

Architect and Engineer in Charge.

53 178.00 Providing and fixing Anodized 4380.37 Rupees Sqm

Aluminum frame equivalent to Zindal Four

Door Section No - 19552 of size 38 x Thousand

63.5 mm (Wight not Less then

Kg / Rmt) including wooden inserts Eighty And

for durable grip for Door Hinges size Paise Thirty

fixed by SS hinges with Single Seven Only

shutter of factory made & stamped

I.S. 2202 grade one, type one

mm th. solid core flushed door with

1.0 mm thick pattern lamination of

the standard make on both side, 'I'

shape Pull Handles 150 mm long of

32 mm diameter of S.S. grade

as per approved by Engineer - in -

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

one number of 10 mm diameter 10"

long anticorrosive high grade AISI

316 stainless steel tower bolt in satin

finish as per approved by Engineer

in Charge, four numbers of

anticorrosive high grade AISI

stainless steel hinges of size

mm x 76 mm x 3 mm as per

approved by Engineer in Charge and

anticorrosive high grade AISI

stainless steel, 10 mm diameter x

200 mm long aldrap in satin finish,

door magnet including stregthning

the granite jambs & soffit by means

of anchor bolts by drilling hole in the

granite prior to fixing door as per

approved by Engineer in Charge and

one number of cylindrical magnetic

door catch as per approved by

Engineer in charge oil painting /

polishing to sides of shutters etc.

54 57.00 Providing and fixing F R P Frame 2377.76 Rupees Two Sqm

size 100 x 50 mm and 35 mm thick Thousand

FRP shutter with 3.2mm high

densified molded wood fiber skin Seventy

with wood grain raised panelled Seven And

design finish shutter having extra Paise

reinforcement on sides and edges Seventy Six

and in Gel coat finish. The core of

the shutter is to be filled up

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

with injected fire retardant grade

Polyurethene foam done in situ

along with embedded wooden pieces

for stiffening and also for taking

hinges and fixtures. The whole FRP

frame and shutter is to be water

proof, weather proof, termite proof

and resistance to mild acid/alkali.

Rates are to be inclusive of S.S.

hinges with necessary screws and

alluminium have ISO 9001-2000

55 143.00 Providing and fixing Four track 4266.14 Rupees Sqm

Sliding window with Fix glass above Four

having extruded aluminum Colour Thousand

anodized section frame Four sliding Two

shutters of Top member of Jindal or

equivalent Section no:20530 @ wt.of And Paise

0.571 Kg/mt, Bottom Member of Fourteen

Jindal or equivalent Section Only

Vertical Inernal Lock member of

Jindal or equivalent Section

Vertical side (Handle) member of

Jindal or equivalent Section

no:20544 @ Wt. 0.495 Kg/mt and

Outer Bottom members with Gutters

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

frames of Jindal or equivalent

Section no:21651 @ wt.of

Kg/mt, Outer Top & side members of

Window frames of Jindal or

equivalent Section no:21650 @ wt.of

1.685 Kg/mt with 5 mm thick

transparent tinted float glass with

standard extruded colour anodized

aluminum fittings and fixtures, rubber

gasket, air lock strip and finishing

joints with silicon sealant glass fixing

to frame as per details etc. complete.

56 402.00 Providing and fixing Casement 4551.87 Rupees Sqm

window single shutter with fix glass Four

above having extruded aluminum Five

Colour anodized section of Jindal or Hundred

equivalent Section No. 20558, Fifty One

20559, 20560 & 19391 including

mm thick transparent tinted float Seven Only

glass with standard extruded colour

anodized aluminum fittings and

fixtures and finishing joints with

silicon sealant glass fixing to frame

as per details etc. complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

57 14.00 Providing and fixing Two track 4009.60 Rupees Sqm

Sliding window having extruded Four

aluminum Colour anodized section

frame Two sliding shutters of Top

member of Jindal or equivalent Only

Section no:21675 @ wt.of

Kg/mt, Bottom member of Jindal or

equivalent Section no:20772 @ wt.of

0.642 Kg/mt, Vertical Inernal Lock

member of Jindal or equivalent

Section no:20550 @ Wt.0.693

Kg/mt, Vertical side (Handle)

member of Jindal or equivalent

Section no:21675 @ Wt.

Kg/mt and Outer Bottom members

with Gutters of Window frames of

Jindal or equivalent Section

Outer Top & side members of

frames of Jindal or equivalent

Section no:20877 @ wt.of

Kg/mt with 5 mm thick transparent

tinted float glass with standard

extruded colour anodized aluminum

fittings and fixtures, rubber gasket,

air lock strip and finishing joints with

silicon sealant glass fixing to frame

as per details etc. complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

58 74.00 Providing and fixing Fix Glass 3167.06 Rupees Sqm

window having extruded aluminum Three

Colour anodized section frame

equivalent to Zindal Frame No. Hundred

20128 @ 0.910 Kg/mt and Mullion Sixty Seven

frame equivalent to zindal section And Paise

No. 20147 @0.972 Kg/mt, with 5 mm

thick transparent tinted float glass

with standard extruded colour

anodized aluminum fittings and

fixtures, rubber gasket, air lock strip

and finishing joints with silicon

sealant glass fixing to frame as per

details etc. complete.

59 31.00 Providing and Fixing fully adjustable, 2429.05 Rupees Two Sqm

alluminium colour anodized glazed Thousand

louvered ventilator using main frame

of section No 21458 size 95 mm x Twenty Nine

42.50 mm x 0.95 mm having weight And Paise

of 0.738 kg/m, using 5 mm thick

mm wide transparent glass blade

louver having dual controls i.e. two

right and two left handles including

powder coating to metal work etc.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

60 19845.00 Providing & fixing M. S. grills of 101.17 Rupees One Kg

required pattern to wooden or other

frames of windows etc. with either Paise

M.S. flats or M.S. pipes at required

spacing & frame around, square or

round bars with round headed bolts

& nuts or by screws. (A) Plain grill.

61 1203.00 Painting three coats (one coat of 122.49 Rupees One Sqm

priming coat + two coats of enamel

paint) on new steel and other metal And Paise

surface with enamel paint including

preparing the surface by throughly

cleaning, oil, grease, dirt and other

foreign matter and scoured with

brushes fine steel wood, scrapers

and sand paper etc. comp.

62 50.00 Providing and fixing 50mm dia 1305.93 Rupees One Rmt

S.S.Pipe railing of 16 G of ASIS Three

Grade 316 with necessary Hundred

supporting arrangement and as per Paise Ninety

instruction of engineer in charge.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

63 71.00 Providing and fixing Stainless Steel 1886.68 Rupees One Rmt

Hand rail having 50 mm dia hollow Thousand

stainless steel pipe as hand rail and Hundred

10 cm long 20 mm dia pipe as Eighty Six

vertical supports having threaded

screw to fix the suppoet including Only

cutting bending welding & fabrication

the structure as per drawing

including finishing etc complete

64 81.00 Providing and fixing Stainless Steel 4045.05 Rupees Rmt

railing having 50 mm dia hollow Four

stainless steel pipe as hand rail and Forty Five

32 mm dia hollow stainless steel pipe And Paise

with combination of 10 cm long

mm dia pipe as vertical supports

mm dia hollow stainless steel pipes

as intermediate members running

through stainless steel 30 mm dia

solid runners having threaded screw

to fix the runner with vertical suppoet

including cutting bending welding &

fabrication the structure as per

drawing including finishing etc

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

65 29.00 Providing and fixing wash down wall 28443.62 Rupees No

hung water closet(European type) Twenty

SLS-WHT-0117 of jaquar or Kolher K-

8752IN-S or Cera croma pan with Four

integral 'P' trap jointed within C.I pipe Hundred

in C:M 1:1 including matching seat Forty Three

cover, chair braket, Conceled

metropole of jaquar FLV-CHR-1093 Only

or cera CM 102 or Hindware

F850029, 2 way bibcock of jaquar

FLR-CHR-5041N or Cera CQ406 or

K-37320IN-4, health foucet / jet

spray of jaquar ALD-CHR-573 or

Cera CG205 or Kohler K-12925IN

with 1 m extension pipe, toilet paper

holder of jaquar ACN-CHR-079 or

Cera CA 102 or Kohler K-10705D

with all accessories etc. complete.

66 16.00 Providing and fixing wash basin of 8673.78 Rupees No

Simpolo brand PIANO series Cat. Eight

No. 10130 or equivalent - Table top

wash basin of size 505 mm x 409 Seventy

mm x 150 mm fixing on granite table Three And

top counter type including cutting

holes and making good the same Eight Only

including fixing C.P. brass Hindware

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

Pillar Cock F330002 or equivalent,

Hindware Angular stop Cock F

330043 or equivalent, C.P. brass

extension nipple 62 mm long, S.S.

flange water super connection pipe

60cm. long and full thread waste

coupling F850001 or equivalent etc.

67 18.00 Providing and fixing wash basin 15037.89 Rupees No

counter size 0.60 x 0.60 M using 18 Fifteen

mm thick Granite slab of approved

colour and shade for top with 1 Nos.

of wash basin Jaquar brand ARS- Eighty Nine

WHT-0576 or Cera columbia or Only

Kohler K-17156K, C.P. brass Jaquar

pillar cock FLR-CHR-5021N or Cera

CQ 430 or Kohler K-16312IN-4,

angle valve FLR-CHR-5053N or cera

CQ 408 or Kohler K-11566IN-7, C.P.

brass extension nipple 62mm long,

S.S. flange water super connection

pipe 60cm. long and full thread

waste coupling includingm, bottle

trap making hole in vitrified granite

for wash basin etc. complete as

approved by Engineer in charge or

Highcourt authority or Architect . (For

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

68 9.00 Providing and fixing wash down 5130.70 Rupees Five No

water closet Orrisa type pan Hind Thousand

ware 20004 or equivalent of size

580mm x 440mm size with 'P' or 'S' Thirty And

trap jointed with C.I. pipes in C.M. Paise

1:1 including fixing 25mm C.P. brass Seventy

half turn flush cock with C.P. brass

wall flange, Hindware F850016 or

equivalent etc. complete.(For all

69 12.00 Providing and fixing urinals URS- 12275.54 Rupees No

WHT-703 of jaquar or Cera Urinal

5013 or Kohler K-5017in-ER with Two

integral drain pipe jointed within C.I Seventy

pipe in C:M 1:1, Conceled cock, all Five And

accessories etc. complete. Four Only

70 60.00 Providing and fixing 15 mm diameter 1770.53 Rupees One No

SOLO Chromium plated angular Thousand

shape bib cock with wall flange of Hundred

the make JAQUAR ((ORP-10037PM) Seventy And

/ LAURET / KOHLER or equivalent

as approved by Engineer in Charge.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

71 60.00 Providing and fixing Solo concealed 1190.49 Rupees One No

Stop cock, Regular Body with

adjustable wall flange of 15 mm Hundred

diameter of the make JAQUAR (ARI-

39053) / LAURET / KOHLER or Nine Only

equivalent as approved by Engineer

72 71.00 Providing and fixing 5 mm thick 992.83 Rupees No

mirror of approved quality and make

size 600 x 450 mm with moulding Ninety Two

edge by using 4.0 mm thick hard

board and fixing on wall with C. Only

P.brass studs etc. complete. For all

73 39.00 Providing and fixing stainless steel 780.73 Rupees No

napkin ring of the make JAQUAR /

LAURET KOHLER or as equivalent Eighty And

approved by Engineer - in - charge Paise

in satin finish etc. complete as Three Only

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

74 40.00 Providing and fixing Soap Holder of 725.94 Rupees No

Jaquar ACN-1131N / Kohler /

Plumber or equivalent including Twenty Five

necessary S.S. screw with labour And Paise

etc. complete. Only

75 48.00 Providing and fixing gun metal check 420.63 Rupees No

or non return full way Handle valve. Hundred

Zoloto or equivalent make ( C ) 25 Paise Sixty

76 96.00 Providing and fixing gun metal check 663.43 Rupees Six No

or non return full way handle valve.

Zoloto or equivalent make ( E ) 40 And Paise

77 5.00 Providing and fixing gun metal check 2106.86 Rupees Two No

or non return full way handle valve. One

Zoloto or equivalent make ( E ) 50 And Paise

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

78 3.00 Providing and fixing gun metal check 2285.13 Rupees Two No

or non return full way handle valve. Two

Zoloto or equivalent make ( E ) 65 Eighty Five

mm dia. Thirteen

79 45.00 Providing and fixing Coccealed stop 2060.40 Rupees Two No

cock, Extra heavy body with Sixty And

adjustable wall flange of 40mm dia of Paise Forty

the make as approved by Engineer -

80 110.00 Providing, Laying and jointing in true 931.22 Rupees Rmt

line and level U.P.V.C. 75mm pipe

(SCH-80) of following dia. Including Thirty One

fittings as approved by Engineer-in- And Paise

charge. Pipe shall be fixed on the Only

wall with the help of Z Patti at every

2000 mm center to center or shall be

concealed as directed including

necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent,

including cost of all materials.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

81 100.00 Providing, Laying and jointing in true 1132.21 Rupees One Rmt

line and level U.P.V.C. 65mm pipe One

(SCH-80) of following dia. Including

fittings as approved by Engineer-in- And Paise

charge. Pipe shall be fixed on the Only

wall with the help of Z Patti at every

2000 mm center to center or shall be

concealed as directed including

necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent,

including cost of all materials.

82 120.00 Providing and fixing conceled center 653.77 Rupees Six Rmt

point to wall ceiling and floor CPVC( Hundred

SDR 13.5) pipe having National

Senitation Foundation (NSF) seal for Seventy

potable water of following nominal Seven Only

dia, tube fittings and Z clamps

including making good the wall

ceiling and floor etc. complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

83 320.00 Providing and fixing conceled center 442.04 Rupees Rmt

point to wall ceiling and floor CPVC( Four

SDR 13.5) pipe having National

Senitation Foundation (NSF) seal for And Paise

potable water of following nominal Four Only

dia, tube fittings and Z clamps

including making good the wall

ceiling and floor etc. complete.

84 1200.00 Providing and fixing conceled center 249.72 Rupees Two Rmt

point to wall ceiling and floor CPVC( Hundred

SDR 13.5) pipe having National Forty Nine

Senitation Foundation (NSF) seal for

potable water of following nominal

dia, tube fittings and clamps

including making good the wall

ceiling and floor etc. complete.

85 200.00 Providing and fixing conceled center 205.00 Rupees Two Rmt

point to wall ceiling and floor CPVC( Hundred

SDR 13.5) pipe having National Five Only

Senitation Foundation (NSF) seal for

potable water of following nominal

dia, tube fittings and clamps

including making good the wall

ceiling and floor etc. complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

86 640.00 Providing,laying and jointing in true 835.15 Rupees Rmt

line and level 110 diametre U.P.V.C Eight

(Type B) conforming to IS 13592- Thirty Five

1992 with one end plain and other And Paise

end socketed with rubberring, & Fifteen Only

fittings conforming to IS I14735-1999

of approved make for drainage

system pipeline, pipe shall be jointed

with each other with rubber lubricant,

pipe shall be fixed on wall using of Z

clamp of the required size at every

2000 mm center to center or shall be

concealed in wall as directed

including necessary fittings such as

bends, shoes etc. including testing of

pipe and joints and jointed with

adhesive solvent cement including

cost of all materials.

87 120.00 Providing laying and jointing in true 764.28 Rupees Rmt

line and level 90 dia. P.V.C. SWR

(Type 'B') with one end plain and Sixty Four

other end socketed with rubber ring

pipe and fittings conforming to IS Eight Only

13592 of the make as approved by

Engineer In Charge. pipe shall be

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

fixed on the wall with the help of Z

clamp at every two metre C/C or

shall be concelled as directed

including necessary fittings such as

bends, tee, shoes etc. including

testing of pipe and joints and fixing

the same with PVC Clamp with

adhesive solvent cement including

cost of all material.

88 200.00 Providing,laying and jointing in true 831.22 Rupees Rmt

line and level 160 diametre U.P.V.C Eight

(Type B) conforming to IS 13592- Thirty One

1992 with one end plain and other And Paise

end socketed with rubberring, & Twenty Two

fittings conforming to IS I14735-1999

of approved make for drainage

system pipeline, pipe shall be jointed

with each other with rubber lubricant,

pipe shall be fixed on wall using of Z

clamp of the required size at every

2000 mm center to center or shall be

concealed in wall as directed

including necessary fittings such as

bends, shoes etc. including testing of

pipe and joints and jointed with

adhesive solvent cement including

cost of all materials.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

89 360.00 Providing and fixing to wall ceiling 336.24 Rupees Rmt

and floor 10.0 Kg.F/Cm2 working Three

pressure poluthene pipes of the

following outside Dia. Low densidy, And Paise

complete with special falnge Twenty Four

compression type fittings, wall clips

etc. including making good the wall

ceiling and floor. (G)110 mm

90 140.00 Providing and fixing to wall ceiling 277.43 Rupees Two Rmt

and floor 10.0 Kg.F/Cm2 working Hundred

pressure poluthene pipes of the

following outside Dia. Low densidy, Paise Forty

complete with special falnge Three Only

compression type fittings, wall clips

etc. including making good the wall

ceiling and floor. (F)75 mm

91 86.00 Providing and fixing PVC SWR 571.08 Rupees Five No

Nahni Trap IS 14735 for drain

mm dia with jali of following nominal One And

Diameter of self cleaning design with

CI scread down or hinged grating

including the cost of cutting and

making good the wall.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

92 16.00 Providing and fixing S.W. Gully trap 1175.64 Rupees One No

with brick masonry chamber & water Thousand

tight fiber reinforced cover with frame

of 300 mm x 300 mm x 50 mm.size Seventy

having cover weight 2.50 kg & frame Five And

weight 7 kg [I] Square mouth trap (A)

160 mm. x 110 mm. size P-type or R

93 110.00 Providing and laying in trenches 10 957.48 Rupees Rmt

Kgf/sqmt. working pressure I.S.I. Nine

mark PVC SWR pipe of 160 mm dia

low density pipe including fitting etc And Paise

complete in ground. Forty Eight

94 300.00 Providing, laying and jointing in true 2824.97 Rupees Two Rmt

line and level 250 diametre .P.V.C (6 Thousand

kg.') with one end plain and other Eight

end socketed with rubber ring

conforming to IS 13592 pipe as And Paise

equivalent as approved by Engineer Ninety

in charge for drainage Pipeline, pipe Seven Only

shall be jointed with each other with

rubber lubricant, pipe shall be laying

in trenches as directed including

necessary fittings such as bends,

shoes etc. including testing of pipes

and joints and jointed with adhesive

solvent cement including cost of all

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

95 190.00 Constructing brick masonary 4836.89 Rupees No

chamber of 500 mm x 700 mm inside Four

dimension and depth upto 0.45 m for Eight

under ground CI inspection chamber Hundred

and bends with bricks having Thirty Six

crushing strength not less than 35 Eighty Nine

Kg/Sqmt. in CM. 1:5 precast fibre Only

reinforced concrete frame & cover of

square frame of approx

455x610x150mm & round cover

75mm thick, RCC top slab CC 1:2:4 (

1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size

) foundation concrete 1:5:10 inside

plaster 15 mm thick with cement

mortar 1:3 finished smooth with a

floating coat of neat cement on walls

and bed concrete etc. complete.

96 1300.00 Extra over for every additional depth 264.86 Rupees Two Ea.

of 0.10m or part thereof beyond 0.45 Sixty Four

m depth for brick masonry chamber. Eighty Six

(II) For 500 mm x 700 mm

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

97 10000.00 Providing and fixing P.V.C. water 12.16 Rupees Litre

tank of triple layer white colour as Paise

approved by engineer in charge etc. Sixteen Only

comp. on terrace.

98 2.00 Providing and fixing 50 mm dia 189.84 Rupees One No

copper metal ball cock of approved Eighty Nine

quality as directed. Eighty Four

99 101.00 Providing, filling and laying Cinder for 1393.80 Rupees One Cum

all floors etc complete: (a) Filing in Hundred

100 410.00 Providing and laying Synroof High 569.64 Rupees Five Sqm

bond ecentromentric premium quality Hundred

acrylic coating as a water proofing

membrance finished which consists Sixty Four

of a coat of bitumine primer & 80 Only

CSM membrance in sunk slab with

ulraviolet resistance and working

upto any height etc. complete as

directed by Engineer in charge

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

101 4416.00 Providing & fixing stainless steel 135.90 Rupees One Sq. Inch

block letters up to 12" height size Hundred

including radiam character as per the And Paise

details & design given by Engineer-in- Ninety Only

charge inluding scaffolding etc.

102 2160.00 Providing & fixing Stainless steel 34.85 Rupees Sq. Inch

Name plate including colour iching Thirty Four

the character on the plate as per Eighty Five

requirement & design given by Only

engineer in charge incl. scaffolding

103 11.00 Design, supply & installation of 5850.93 Rupees Five Sqm

Signages including normal lettering Thousand

with additional raised tactile and

graphical symbols, height 15 mm to Fifty And

55 mm Brailleb text and Braille Paise Ninety

locator made of zink sulphide based

glow in the dark rigid sheet with high

luminous property enclosed in a

transperent weather proof U/V

stabilised plastic pasted on 3 mm

thick clear acrylic sheet sheet.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

104 324.00 Charges for making holes from 100 1414.00 Rupees One No

mm to 160 mm dia in RCC wall,

slabs or any other RCC members by Hundred

diamond core cutting machine of

HILTI or equivalent including

disposing the debris. For all floors .

105 2457.00 Providing and laying in position 226.24 Rupees Two Nos

Rebar as specified in true line & level Twenty Six

including drilling adequate hole, And Paise

cleaning the same, grouting with Only

HILTI, HY - 200 rebar system as per

manufacturers specifications strictly

in accordance with structural details

having minimum depth of

embedment 125, etc complete For

all floors (a) 10 to 12 mm dia

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

106 63.00 Providing and Fixing 15 mm thick 1364.51 Rupees One Sqm

300 mm x 300 mm Tactile Warning Thousand

Tiles (Attention Tiles i.e. Tactile Three

Warning Surface Indicator {TWSI}) of Hundred

Johnsan Endura Tac Button Yellow Sixty Four

Plus or equvqlent make in flooring

laid on 20 mm thick cement mortar

1:6 (1 cement : 6 coarse sand) on

new surface and jointed with cement

slurry including finished with flush

pointing & cleaning the surface for all

floors as per detailed drawing etc.

complete as directed by Architect or

Engineer in charge. Thse tiles shall

be Anti Skid, Chemical Resistant,

Fade Proof, Frost - Heat & Weather

Proof, High Flexural Strength, Highly

Durable, Stain Resistance . All

Tactile Warning Tiles meet the

specific size and dimension

standards as required by ISO/FDIS

107 25.00 Provdg. & fixing in position 5445.14 Rupees Five Sqm

collapsible steel shutters with vertical Thousand

channels 20 x 10 x 2 mm braced Four

with flat iron diagonals 20 x 5 mm

size with top & bottom rails of T iron

40 x 40 x 6 mm with 38 mm dia. Fourteen

Steel pulleys complete with bolts, Only

nuts locking arrangements,

stoppedrs handles including applying

a priming coat of red lead paint.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

108 511.00 Providing and fixing chicken mesh 251.49 Rupees Two Sqm

jali with square of 25 gauge at Fifty One

junction the masonary and RCC

member including necessary Only

scafolding, labour etc.complete for

109 5000.00 Add for more consumption of 5.28 Rupees Five Kg

cement due to change in concreting

of controlled / RMC cement concrete Eight Only

of any grade in R.C.C. members like

column footings, columns, beams,

pardi, vertical and horizontal fins etc.

instead of controlled / RMC cement

concrete M200 / M250 / M300 /

M350 as per design mix with

compare to cement consumption

given in special condition including

loading, unloading, stacking and

labour charges for using in mixer

machine for concreting etc.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

110 166.00 Supplying and Installing of Louvre 4123.83 Rupees Sqm

System METALIUMTM make 84R H- Four

3 Slanted type or equivalent 114 mm One

wide Galvanized Steel Both side Hundred

Exterior Grade colour Powder Twenty

Coated Panel (Round edge panels)

as per approval from Architech office Three Only

formed out of 0.55 mm TCT and

weight not less than 490 Gm/Rmt

Galvanized Steel as per IS-513 fixed

on Louver carriers with necessary

Supporting Structure having Black

enameled Galvanized Steel Carrier

of 20mm wide x 65mm deep x

mm thick in a standard length of 8’

with cut outs to hold the panel in a

module of 69 mm

centre to centre at a distance of

mtr as per Dwg. with closing edge at

both the end of louvre by meance of

C channel Galvanized steel 0.55mm

TCT duly powder coated as per

requirement. Carrier and Suitable

structure shall be powder / coil

coated on exterior face including

necessary scaffolding , all type of

labour , fixture & fastening etc.

complete as per instruction of

engineer in charge.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

111 439.00 Providing and laying, spreading and 2074.54 Rupees Two Cu.m

compacting Rubble stone Thousand

aggregates ( having minimum 50 cm

thick layer of compacted sand gravel Paise Fifty

mix layer) heavy (Weight not less Four Only

than 40 Kg) including spreading in

uniform thickness, hand packing,

rolling with vibratory roller 8-10 tones

to proper grade and camber,

applying and brooming requisite type

of screening / binding / filler materials

to fill up the interstices of coarse

aggregate, watering and compacting

to the required density. etc.

112 374.00 Providing and fixing pre-cast 361.64 Rupees Rmt

concrete kerb stone of gray cement Three

based concrete block 30cm Sixty One

length,30cm height and 15cm thick And Paise

of M250 grade concret as per Sixty Four

approved design and including

excavation for fixing in proper line

and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

113 2070.00 Providing and fixing pre-cast Rubber 686.90 Rupees Six Sq.m

Dye /Steel dye inter locking concrete

block 60mm thick with grade of And Paise

concrete M300 pnumatic Ninety Only

compressed / Vibrated mechanically

pressed and as per approved design

confirming to IS 15658 :

including 35mm Sand layer for

levelling and filling the joint with sand

in proper line and level as per

guidelines of IRC : SP 63-2018 etc

114 1085.00 Box cutting the road surface to 102.93 Rupees One Cu.m

proper slope and chamber for Two And

making a base for road work

including removing the excavated

staff and depositing on the road side

slope as directed upto 50 mt lead.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

115 365.00 Providing and laying, spreading and 2207.86 Rupees Two Cu.m

compacting B.T.M.C. stone

aggregates of 63mm to 40mm Hundred

size to Water Bound Macadam Seven And

including spreading in uniform Six Only

thickness, hand packing, rolling with

vibratory roller 8-10 tones to proper

grade and camber, applying and

brooming requisite type of screening

/ binding / filler materials to fill up the

interstices of coarse aggregate,

watering and compacting to the

required density. Grading - II

using screening type - A (13.2mm

Agg.) etc. complete.

116 431.00 Providing and laying Cement 3697.91 Rupees Cu.m

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

sand : 4 graded stone aggregates 20 Six Hundred

mm. nominal size) and curing Seven And

complete excluding cost of from work Paise Ninety

in (A)Foundation and Plinth.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

117 283.00 Providing & Laying M 250 grade 5887.29 Rupees Five Cu.m

RMC concrete without fly ash trimix Thousand

using P21(water reducing concrete Eight

admixture at 100 ml per bag of Hundred

cement & recron 3 s fiber at 125 gm Eighty

per bag of cement including making Seven And

C channel 75 x 75 mm required to Paise

maintain level, slope and thickness Twenty Nine

of the concrete road leveling of Only

placed concrete with surface vibrator

and finishing with power floater &

trowel light brooming the surface &

including Construction joints to be

formed at every 5 mt distance by

grooving with mechanical saw within

48 hrs. Groove/sawed joints shall be

made of 5 mm width and depth min

(1/3 rd depth of the pavement) as

shown in the drawing and shall be

filled with ready to use PU sealant of

UV grade cutting & filling of

expansion joint as directed by

Engineer in charge.

118 73459.00 Providing and laying TMT Bar Fe- 76.21 Rupees Kg

500D reinforcement for RCC work Seventy Six

including bending, binding and Twenty One

placing in position complete for all Only

floors.(Road & Comp Wall, Sump)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

119 21599.00 Providing and Fixing Structural Steel 85.95 Rupees Kg

of M.S. Hollow section pipe of Eighty Five

fabrication work including using And Paise

Anchor fastner, Bolt for support,

safety bars for using all type of

section of any circular, square hollow

pipe of any diameter and any

thickness of any desired shape and

size etc. comp.

120 3025.00 Steel work welded, in built up 84.13 Rupees Kg

sections, framed work including Eighty Four

cutting, hoisting, fixing in position Thirteen

and applying a priming coat of red Only

lead paint (A) In beams and joists,

channels, angles, tees, flats with

connecting plates or angle cleats as

in main & cross beamnship & jack

rafters, purlins connected to common

rafters and like.

121 513.00 Providing & Fixing 0.60 mm thick 883.75 Rupees Sq.m

coloured galvanised metal sheet

roofing on existing structure by Using Eighty Three

hilty corroshield S.D.S.T Scrcus

rubber gasket & Silicon Sealant as Five Only

Directed by Engineer in Charge etc

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

122 20.00 Constructing manhole with R.C.C top 11488.75 Rupees No

slab in 1:2:4 mix (1 cement : 2 Eleven

coarse sand : 4 graded stone

aggregate 20 mm nominal size) Hundred

foundation concrte 1:3:6 mix (1 Eighty Eight

cement : 3 coarse sand : 6 brick bats And Paise

40 to 50 mm nominal size) inside

plastering 15 mm thick with cement

mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of

neat cement slurry and making

channels in cement concrte 1:2:4

mix ( 1 cement : 2 coarse sand :

stone aggregate 20 mm nominal

size) finished smooth complete

including curing & testing (I) Inside

size 900 mm x 1200 mm and

meter deep including SFRC cover

with frame size

560 mm diameter (A) with 230 mm

thick walls of brick masonry using

bricks having crushing strength not

less than 35 Kg / Sqcm in cement

mortar 1:5 (1 cement : 5 coarse

sand) (1) A-type depth 0.90 meter for

300 mm diameter sewer.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

123 10.00 Constructing manhole with R.C.C top 19789.94 Rupees No

slab in 1:2:4 mix (1 cement : 2 Nineteen

coarse sand : 4 graded stone Thousand

aggregate 20 mm nominal size)

foundation concrte 1:3:6 mix (1 Eighty Nine

cement : 3 coarse sand : 6 brick bats And Paise

40 to 50 mm nominal size) inside Ninety Four

plastering 15 mm thick with cement Only

mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of

neat cement slurry and making

channels in cement concrte 1:2:4

mix ( 1 cement : 2 coarse sand :

stone aggregate 20 mm nominal

size) finished smooth complete

including curing & testing (I) Inside

size 900 mm x 1200 mm and

meter deep including SFRC cover

with frame size

560 mm diameter (A) with 230 mm

thick walls of brick masonry using

bricks having crushing strength not

less than 35 Kg / Sqcm in cement

mortar 1:5 (1 cement : 5 coarse

sand) (2) B-type depth 1.50 meter for

300 mm diameter sewer.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

124 5.00 Constructing manhole with R.C.C top 23900.64 Rupees No

slab in 1:2:4 mix (1 cement : 2 Twenty

coarse sand : 4 graded stone Three

aggregate 20 mm nominal size)

foundation concrte 1:3:6 mix (1

cement : 3 coarse sand : 6 brick bats And Paise

40 to 50 mm nominal size) inside Sixty Four

plastering 15 mm thick with cement Only

mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of

neat cement slurry and making

channels in cement concrte 1:2:4

mix ( 1 cement : 2 coarse sand :

stone aggregate 20 mm nominal

size) finished smooth complete

including curing & testing (I) Inside

size 900 mm x 1200 mm and

including SFRC cover with frame

size 560 mm diameter (A) with

mm thick walls of brick masonry

using bricks having crushing strength

not less than 35 Kg / Sqcm in

cement mortar 1:5 (1 cement :

coarse sand) (3) C-type depth

meter for 300 mm diameter sewer.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

125 20.00 Extra rate for constructing B.B 522.96 Rupees Five No

masonry for every additional depth Twenty Two

0.10 meter or part thereof over item

24.27 (I) for depth from 0.90 meter to Only

126 10.00 Extra rate for constructing B.B 397.19 Rupees No

masonry for every additional depth Hundred

0.10 meter or part thereof over item

24.27 (II) for depth from 1.50 meter Only

127 5.00 Extra rate for constructing B.B 550.40 Rupees Five No

masonry for every additional depth Fifty And

0.10 meter or part thereof over item Paise Forty

24.27 (III) for depth from 2.25 meter

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

128 175.00 Providing and laying (To level or 665.48 Rupees Six No

slopes) and jointing reinforced

concrte heavy duty Non-pressure And Paise

pipes I.S Class NP2 of the following Forty Eight

internal diameter with collars and

butt ends prepared for collar joints

including testing of joints complete.

(D) 300 mm diameter

129 155.00 Providing and laying (To level or 1060.59 Rupees One No

slopes) and jointing reinforced

concrte heavy duty Non-pressure Paise Fifty

pipes I.S Class NP2 of the following

internal diameter with collars and

butt ends prepared for collar joints

including testing of joints complete.

(E) 450 mm diameter

130 1066.00 Filling available excavated Earth 130.39 Rupees One Cu.m

(Excluding Rock) in trench plinthside Hundred

of foundation etc. in layer not

exceeding 20 cm in depth Nine Only

consolidation each deposited layer

by ramming and watering etc.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

131 75.00 Supplying and fixing SFRC (Steel 2979.50 Rupees Two No

Fiber Reinforced Concrete) M.H. Jali Thousand

/ Cover of 5/10/15 MT Load capacity Hundred

as per I.S. 12592 part I & II and size Seventy

of frame and cover/jali size 3 x 2/ 2.5 Nine And

x 2 Sq.ft including loading and Only

unloading etc. complete.

132 2.00 Providing Water Harvesting Pit of 338298.49 Rupees No

4.00 x 4.00 x 4.00 mtr. size for water

logging with excavation in any strata Thirty Eight

up to 4 M.depth and filling the pit

with B.T. metal 40mm in 0.60 mtr Hundred

depth with 25-40mm kapachi,

mtr depth and 1.30 mt depth with Forty Nine

coarse sand in layers including

making PVC line for waterinlet etc as

directed with 250mm dia bore

mtr depth and 160mm dia PVC pipe

of 10 kgf/cm2 casing with gravel

packing or as directed etc. complete.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

133 4.00 Constructing a filter chamber of 15560.67 Rupees No

consisting two chambers of inside Fifteen

size 90 X 75 X 120 Cm. and 60 X

X 120 Cm.with 23 Cm.thick exterior Hundred

brick wall in C.M.1:6 and half brick Sixty And

masonry between two chambers in Paise Sixty

C.M.1:4,15 mm.thick cement plaster

in C.M.1:4 including 12 Cm.thick

C.C.1:2:4 in foundation and plinth

and 10 Cm.thick R.C.C.slab with

cover at top including filling the first

chamber with kapchi [up to

Cm.depth] and sand[up to 90 Cm.

depth] including excavation work

etc.complete as directed.

134 200.00 Providing & laying ISI Mark G.I. 3166.96 Rupees Rmt

Medium grade pipe size 150mm dia Three

IS : 1239 / 3589 in position with all One

fitting including flanges, cutting, Hundred

beveling welding, bending, Sixty Six

threading, erection and installation Ninety Six

with cleaning fixing coating with Only

fabrication of all types of support with

erection and installation of upper

ground pipeline to required level of

elevation including hook and piping

with equipment.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

135 320.00 Providing & laying ISI Mark G.I. 2418.55 Rupees Two Rmt

Medium Grade pipe size 100 mm dia Thousand

IS : 1239 / 3589 in position with all

fitting including flanges, cutting, Eighteen

beveling welding, bending, And Paise

threading, erection and installation Fifty Five

with cleaning fixing coating, with

fabrication of all types of support with

erection and installation of upper

ground pipeline to required level of

elevation including hook and piping

with equipment including painting

with red oxide and two coat red

enamel paint of approved brand.

136 270.00 Providing & laying ISI Mark G.I. 1679.59 Rupees One Rmt

Medium Grade pipe size 80 mm dia Thousand

IS : 1239 / 3589 in position with all Six Hundred

fitting including flanges, cutting,

beveling welding, bending, Paise Fifty

threading, erection and installation Nine Only

with cleaning fixing coating, with

fabrication of all types of support with

erection and installation of upper

ground pipeline to required level of

elevation including hook and piping

with equipment.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

137 300.00 Providing & laying ISI Mark G.I. 787.40 Rupees Rmt

Medium Grade pipe size 50 mm dia Seven

IS : 1239 / 3589 in position with all

fitting including flanges, cutting, Seven And

beveling welding, bending, Paise Forty

threading, erection and installation Only

with cleaning fixing coating, with

fabrication of all types of support with

erection and installation of upper

ground pipeline to required level of

elevation including hook and piping

with equipment.

138 3440.00 Providing & laying ISI Mark G.I. 397.87 Rupees Rmt

Medium Grade pipe size 25 mm dia Three

IS : 1239 / 3589 in position with all

fitting including flanges, cutting, Seven And

beveling welding, bending, Paise Eighty

threading, erection and installation

with cleaning fixing coating, with

fabrication of all types of support with

erection and installation of upper

ground pipeline to required level of

elevation including hook and piping

with equipment.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

139 3.00 Providing and fixing 150 mm 9443.50 Rupees No

diameter CI sluice/butter fly valve ISI

marked with gun metal / SS working Four

parts (DISC) with stainless steel;

spindle with necessary jointing And Paise

materials filling etc. complete as Fifty Only

140 2.00 Providing and fixing 150 mm 8080.00 Rupees No

diameter C.I double flanged non

return valve with gunmetal working Eighty Only

parts as per IS: 5312 ISI Mark,

having cast iron body and gun metal

working parts with nut-bolts, gaskets

etc.complete as required.

141 18.00 Providing and fixing 100 mm 7446.73 Rupees No

diameter CI sluice/butter fly valve ISI Seven

marked with gun metal / SS working Four

parts (DISC) with stainless steel; Hundred

spindle with necessary jointing

materials filling etc. complete as Seventy

directed. Three Only

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

142 9.00 Providing and fixing 100 mm 7070.00 Rupees No

diameter C.I double flanged non

return valve with gunmetal working Seventy

parts as per IS: 5312 ISI Mark,

having cast iron body and gun metal

working parts with nut-bolts, gaskets

etc.complete as Directed.

143 36.00 Providing and fixing 80 diameter CI 4875.27 Rupees No

sluice/butter fly valve ISI marked with Thousand

gun metal / SS working parts with Eight

stainless steel; spindle with Seventy

necessary jointing materials filling

etc. complete as directed. Twenty

144 14.00 Providing and fixing 63mm Gun 7498.24 Rupees No

metal / SS single outlet type hydrant Seven

valve as per IS 5290 with ISI marked Four

75 mm inlet and 63mm female Hundred

instantaneous coupling rubber

washer and cast iron hand wheel Twenty Four

operation with close and open Only

direction as directed.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

145 14.00 Providing and fixing 63mm dia Gun 2222.00 Rupees Two No

metal /SS branch pipe of standard

length with 20mm bore hexagonal Hundred

nozzle as per IS 903 with ISI marked Twenty Two

146 14.00 Providing and fixing 63mm Pyroline 17372.00 Rupees No

fire hose of approved grand

conforming to IS 636 type B having Three

crushing pressure of 37.20 kg/cm

of ISI marked of 15 mtr length fitting Two Only

with necessary S.S 63mm delivery

hose coupling as IS 903 with ISI

mark bided with GI/Cu. wire etc

complete directed.

147 21.00 Mild steel box hose cabinet of 3232.00 Rupees No

18SWG of suitable size (Double Three

shutter) with locking arrangement

and 5mm thick glass panel to Hundred

accommodate 1 No's of Hydrant Thirty Two

valve, 1 No Fire hose reel 50 rmt Only

length, 2 no of hose pipe (15mtr) and

1 No. GM / SS branch pipe etc.

painting red colors etc. as directed.

(All the fire accessories should be

inside hose box)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

148 21.00 Providing and fixing orifice plate on 1111.00 Rupees One No

fire hydrant valve including jointing

materials having suitable base for Hundred

reducing the pressure hydrant outlet Eleven Only

etc as directed.

149 21.00 Providing & fixing of First Aid Hose 17372.00 Rupees No

Reel wall mounting fix type having

side of the hose reel made of MS Three

providing with 35 meter long length Hundred

PVC nylon braided flexible pipe of 25 Two Only

mm dia. with shut off nozzle & Ball

valve both of superior quality made

out of SS-304 investment casting of

approved quality etc. complete as

150 4.00 Providing and erecting 4 way / 2 10605.00 Rupees Ten No

Way connection of siemens Six Hundred

connection with necessary fitting at Five Only

our required place of the fire hydrant

system as directed.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

151 64.00 Providing and fixing of ABC type fire 2222.00 Rupees Two No

extinguishers of 6 kg/Capacity and Two

as per IS : 15683 with ISI mark etc Twenty Two

152 64.00 Providing and fixing carbon dioxide 5454.00 Rupees Five No

(CO2) type fire ext 4.5KG capacity Thousand

as per IS : 15683 with ISI mark, Hundred

supplied with test certificate of Fifty Four

explosive Deptt. Govt. of India,

153 2.00 Supplying, Installing, Testing & 4040.00 Rupees No

commissioning of Modular type fire Thousand

extinguishers of 5 kg/Capacity with

ISI mark (IS 15683 ) etc as irected

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

154 1.00 Providing, fixing,

testing & 533805.20 Rupees Five No

commissioning of Electrical Motor Lakh(s)

Driven Main Pump of centrifugal

horizontal end suction type with

gland packing and capacity of Hundred

2280LPM@80Mtr Head.The pump Five And

shall be coupled to TEFC motor of Paise

suitable HP & speed and complete Twenty Only

set shall mounted on common base

frame . The quoted rate shall

includes providing & fixing of

coupling, coupling gaurd,matching

flanges for suction & delivery side,

Foundation bolts and foundation as

recommended by manufacturer etc.

(Hydrant + Sprinkler Pump)

155 1.00 Providing, fixing, & 161448.50 Rupees One

commissioning of Electrical Motor Lakh(s) Sixty

Driven Jockey Pump capacity Thousand

of180LPM/Hour@80Mtr Head.The Four

pump shall be coupled to TEFC Hundred

motor of suitable HP & speed and And Paise

complete set shall mounted on Fifty Only

common base frame . The quoted

rate shall includes providing & fixing

coupling, coupling gaurd,matching

flanges for suction & delivery side,

Foundation bolts etc.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

156 1.00 Supplying installation, Testing & 48480.00 Rupees No

Commissioning of control panel for

all pump with Flanges nuts bolts Four

gaskets etc. Eighty Only

157 200.00 Wrapping and coating of 150 mm / 808.00 Rupees Rmt

100mm MS pipe Hundred

158 9.00 Supplying and fixing On/Off push 4545.00 Rupees No

buttons with with pipe & 4c x 1 sq. Thousand

mm cable wiring on each floor etc. Hundred

159 14310.00 Design, supply & installation of 2.02 Rupees Two Sq.cm

safety signage made of zinc base Two Only

glow in the dark rigid sheet with high

luminous with pasted on 3 mm thick

on rigid PVC foam sheet. Such as

EXIT EMERGENCY EXIT. Do not

use lift in case of fire, Floor markings

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

160 14.00 Supplying installation, Testing & 757.50 Rupees No

Commissioning of 15 mm dia gun

metal ISI mark gate valve with 25 Fifty Seven

mm dia nipple. Fifty Only

161 200.00 Supplying of Armored Aluminum 353.50 Rupees Rmt

cable PVC Insulated Approved mark Hundred

3C x 35 sq mm cable. And Paise

162 1.00 Supplying & Installation pressure 1818.00 Rupees One No

gauge of 150 mm dia. 0-21 Kg/cm2 Eight

fitted with 12/15 mm dia pad cock Hundred

valve and G.I. elbow etc. complete Only

163 9.00 Supply installing Testing & 60600.00 Rupees No

Commissioning of Fire Alarm System Thousand

with Manual Call Point, Hooter with Six Hundred

flusher all at each floor and wiring

set (1 set ringer)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

164 3.00 Supply and installation of Gun Metal 2828.00 Rupees Two No

Air Release Valve with all

accessories etc. complete as Hundred

required. Eight Only

165 200.00 Providing and erecting 252.50 Rupees Two No

XLPE(IS:7098)(I)- 88 ISI armoured

cable multistrand / Solid Copper And Paise

conductor for 1.1 KV. to be laid on Fifty Only

wall with necessary clamps or in

existing trench / pipe at road

crossing or floor of following size of

cables. 4c x 1.5 sq mm

166 800.00 Providing and fixing sprinkler system 3030.00 Rupees No

in Basement / Parking as per current Three

Prevaling Norms complete with

necessary dia. pipe line network with

all sizes of pipe from 150 mm to

mm with 57 degree sprinkler and

Sluice valve/ Butterfly valve & drain

valve with supports of sprinkler

hangers with bullets & studs of

mm and 12 mm including painting

the pipe line with redoxide and two

coat red enamal paint of approved

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

167 1.00 Supplying and erecting approved 45476.26 Rupees No

make3 phase motor control panel Thousand

(ATS) made from 16 G. CRCA sheet

duly painted with epoxy power paint Seventy Six

inside and outside with hinged doors Twenty Six

and locking arrangement, consisting,

of suitable switch of AC 23 duty with

HRC fuses (Cat.III), starting and

running contactors, overload relay,

Automatic water level controller,

Electronic timer with master timer CT

operated Ammeter with selector

switch, Voltmeter with selector

switch, phase indicating lamps,

phasing preventer , water level

guard, over load, start, run and stop

push buttons, air cooled auto

transformer with 60%, 70%, 80%

tapping, Panel to be erected on

angle iron frame grouted on wall as

directed., contactors relays, timer

etc. shall be of L & T Siemens /

Cutler Hammer make. (D) Suitable

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

168 1.00 Getting Approval of Fire Hydrant and 50500.00 Rupees Fifty Job

Alarm System from local fire Thousand

authority and any other relevant

statutory authority at initial and Only

various other stages of work,

including photography & videography

as per fire authority. Contractor shall

include cost of all liaison work which

are not explicitly mentioned above

but are mandatory to have fire

authority approval.

169 86.00 Providing and laying in position 4945.26 Rupees Cu.m

Ready Mixed M-250 grade concrete

for reinforced cement conctere work Nine

in Foundations, footings, Bases of Hundred

columns and Mass conrete work in And Paise

footing , using cement content as per Twenty Six

approved Design Mix manufactured

in fully automatic batching plant at

site of work in transi mixer having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork finishing and

admixtures in recommended

proportions as per IS : 9103 to

accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -In -

Charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained) (Cement level

380 kg ) (Comp Wall)

170 67.00 Providing and laying in position 7503.24 Rupees Cu.m

Controlled Concrete M-250 grade for

reinforced cement conctere work in Five

Column from foundation to First floor Hundred

level, curing complete including cost Paise

of form work but excluding Twenty Four

reinforcement for reinforced concrete

work.(Min cement level as per latest

IS 456 shall be maintained) (Cement

level 380 kg ) (Comp Wall)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

171 116.00 Brick work using common burnt clay 4295.99 Rupees Cu.m

conventional building bricks having Four

crushing strength not less than 35 Thousand

Kg/sq cm. in Super structure for All

floors in cement mortar 1:6 ( 1 Ninety Five

cement : 6 fine sand ) including And Paise

curing etc. complete. Ninety Nine

172 11.00 Providing and laying Cement 4416.26 Rupees Cu.m

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

sand : 4 graded stone aggregates 20 Four

mm. nominal size) and curing Hundred

complete including cost of from work

in wall caps/coping Twenty Six

173 292.00 Providing and fixing 0.50 meter high 160.92 Rupees One Rmt

fencing with 0.50 meter long M S Hundred

Angle post 40 x 40 x 6 mm and oil Paise Ninety

painting three coats, fixed at 3.00 mtr Two Only

c/c with five horizontal lines and two

diagonal of galvanised stell barbed

wire weighning 9.38 kg / 100 Rmt

strained and fixed to column posts

with necessary screws, fixtures etc.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

174 22.00 Providing and laying in position 7224.59 Rupees Cu.m

Ready Mixed M-250 grade concrete

for reinforced cement conctere work Two

in Pardi/wall ,using cement content Hundred

as per approved Design Mix And Paise

manufactured in fully automatic Fifty Nine

batching plant at site of work in transi

mixer having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork finishing and

admixtures in recommended

proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -In -

Charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained) (Cement level

380 kg ) (Sump)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

175 9.00 Providing and laying in position 6420.97 Rupees Six Cu.m

Ready Mixed M-250 grade concrete Thousand

for reinforced cement conctere work

in Beam for All floors, using cement Twenty And

content as per approved Design Mix Paise Ninety

manufactured in fully automatic Seven Only

batching plant at site of work in

transit mixer having continuous

agitated mixer, manufactured as per

mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork finishing and

admixtures in recommended

proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -in -

charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

maintained) (Cement level 380 kg)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

176 13.00 Providing and laying in position 7616.95 Rupees Cu.m

Ready Mixed M-250 grade concrete Seven

for reinforced cement conctere work

in Slab For All Floors, using cement Sixteen And

content as per approved Design Mix Paise Ninety

manufactured in fully automatic Five Only

batching plant at site of work in

transit mixer having continuous

agitated mixer, manufactured as per

mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of reinforcement

and including cost of centering.

shuttering, formwork finishing and

admixtures in recommended

proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as

per direction of the Engineer -in -

charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

maintained) (Cement level 380 kg )

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

177 1.00 Providing and laying controlled 7522.31 Rupees Cu.m

cement concrete M-250 and curing Seven

etc. complete including the cost of Five

form work but excluding the cost of Hundred

reinforcement for RCC work in Twenty Two

Lintel/Cill for all floors. (Cement level Thirty One

380 Kg) (Sump) Only

178 2.00 Providing and laying controlled 6869.12 Rupees Six Cu.m

cement concrete M-250 and curing Thousand

complete including the cost of form Eight

work but excluding the cost of

reinforcement for RCC Chhajjas for

all floors level including finishing with Twelve Only

cement mortar 1:3 ( 1 cement :3

Sand ) to give a smooth and even

surface including curing etc

complete. (Cement level 380 Kg)

179 70.00 Providing 10 mm thick Mala cement 153.67 Rupees One Sq.m

plaster in single coat on Hundred

brick/concrete wall/ceiling for interior And Paise

plastering finished even and smooth Sixty Seven

including scaffolding, curing and

cm x 1 cm grooves at junction of

structural members etc. complete. In

Cement mortar 1:3(1 cement : 3 fine

sand) for all floors.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

180 98.00 Providing 20 mm thick double coat 272.48 Rupees Two Sq.m

Mala cement plaster on interior Hundred

brick/concrete work for plastering Seventy

comprising of base coat of 12 mm

thick cement plaster in Cement Eight Only

mortar 1 : 4 ( 1 cement : 4 coarse

sand ) in rough finishing and 8 mm

thick top coat of cement mortar 1 :

( 1 cement : 2 coarse sand ) finished

with trovel including scaffolding

curing and 1 cm x 1 cm grooves at

junction of structural members etc.

complete for all floors.

181 4.00 Providing and fixing ready to install 2378.55 Rupees Two Sq.m

full body vitrified step tiles of size Thousand

1000 x 300 tread & 1000 x 150 riser Three

with unique antiskid unglazed

surface finish with self embossed Eight And

grooves and bull-nose finish on 10 Paise Fifty

mm thick Cement mortar 1:3 (1 Five Only

cement :3 coarse sand ) and jointed

with grey cement slurry incl. rubbing

and polishing etc. complete. as

colour and shade as approved by

Architect / Engineer in Charge.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

182 11.00 Providing and laying 18 mm thick 2677.51 Rupees Two Sq.m

polished Black or colour Granite

stone slab machine cut in single Seventy

piece in sill and jambs laid on 10 mm Seven And

thick cement mortar 1 : 3 ( 1 cement One Only

: 3 coarse sand ) laid over and

jointed with grey cement slurry

including rubbing and polishing and

half round moulding etc. complete.

with aproved colour, shade and size

by Architect or Engineer in charge

for all floors. (Sump)

183 80.00 Providing and laying in trenches 1152.11 Rupees One Rmt

galvanized mild steel tubes (medium One

grade) of 100 mm dia nominal bore Fifty Two

tube fitting. Eleven Only

184 100.00 Providing and laying in trenches 919.80 Rupees Rmt

galvanized mild steel tubes (medium Hundred

grade) of 80 mm dia nominal bore Nineteen

tube fitting. Eighty Only

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

185 80.00 Providing and fixing conceled center 1427.53 Rupees One Rmt

point to wall ceiling and floor CPVC( Thousand

SDR 11) pipe having National Hundred

Senitation Foundation (NSF) seal for Twenty

potable water of following nominal

dia, tube fittings and Z clamps Three Only

including making good the wall

ceiling and floor etc. complete.

186 3.00 Providing and fixing 80 diameter CI 4876.16 Rupees No

sluice/butter fly valve ISI marked with

gun metal / SS working parts with Eight

stainless steel; spindle with Seventy Six

necessary jointing materials filling And Paise

etc. complete as directed.

187 3.00 Providing and fixing 80 diameter 3888.50 Rupees No

CPVC valve ISI marked with Thousand

necessary jointing materials filling Hundred

etc. complete as directed. And Paise

Total (A) (Civil) :

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In Figures In Words Estimated

more or quantities

188 1337.00 Point wiring for Light / Bell with 2- 449.45 Rupees Pt.

1.5 sq.mm & earth wire of 1.5 Four

sq.mm (Green) both are of ISI Hundred

marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires

up to 10 mtr length , in below type of Only