Construction of B Type (5-Units) & C Type (5-Units) Revenue Quarters at Nakhatrana, Ta. : Nakhatrana, Dist. : Kutch.

Name of work :-

Construction of B Type (5-Units) & C Type (5-Units) Revenue Quarters at

Nakhatrana, Ta.Nakhatrana, Dist.Bhuj-Kutch.

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

1 1363.75 Excavation for foundation upto 1.5 122.94 Rupees One Cum

m depth including sorting out and Hundred

stacking of useful materials and Twenty Two

disposing off the excavated stuff And Paise

upto 50 Meter lead.(A) Loose or Soft Ninety Four

2 1052.00 Excavation for foundation for depth 136.30 Rupees One Cum

from 1.50 m to 3.0 m including Hundred Thirty

sorting out and stacking of useful Six And Paise

materials and disposing off the Thirty Only

excavated stuff upto 50 Meter

lead.(B) Loose or Soft Soil.

3 341.00 Excavation for foundation for depth 149.65 Rupees One Cum

from 3.00 m to 5.0 m including Hundred Forty

sorting out and stacking of useful Nine And Paise

materials and disposing off the Sixty Five Only

excavated stuff upto 50 Meter

lead.(B) Loose or Soft Soil

4 463.00 Providing and laying cement 3740.22 Rupees Three Cum

concrete 1:2:4 (1 Cement : 2 corse Thousand

sand : 4 granded stone aggregate Seven Hundred

20mm nominal size) and curing Forty And

complete including cost of form Paise Twenty

work in (a) Foundation and Plinth Two Only

5 36.00 Providing and laying cement 4124.84 Rupees Four Cum

concrete work 1:2:4 (M-15)(1- Thousand One

Cement : 2- Coarse sand : 4-graded Hundred

stone aggregates 20 mm nominal Twenty Four

size) and curing complete excluding And Paise

cost of formwork and reinforcement Eighty Four

for reinforced concrete work in (B) Only

Slabs, landing, shelves, Balconis

Lintels, Beams, Girders and

Cantilever upto floor two level.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

6 291.00 Applying general insecticide pest 91.63 Rupees Ninety Sqm

control treatment to floors, One And Paise

cupboards etc including labour Sixty Three

material etc. complete. Using Only

Heptachloride 20 EC. As Per

6113_pests Consentration Weight

0.50 percent is recommended one

litre chemical emulsion dillute with

39 liter of water will give. Total

dillute concrentration will be

litre inclusive of one litre chemical

emulsion appication 0.5 Litre

chemical / Sqm of surface is

recommended as per I.S

7 565.00 Filling available excavated earth 136.92 Rupees One Cum

(excluding Rock) in trenches, Hundred Thirty

plinth, sides of foundation etc. in Six And Paise

layers not exceeding 20.cm. in Ninety Two

depth consolidating each deposited Only

layer by ramming and watering.

8 42.00 Filling in plinth with sand under 481.80 Rupees Four Cum

floors including watering ramming, Hundred

consolidating and dressing Eighty One

etc.complete. And Paise

9 1759.00 Filling in foundation and plinth 269.75 Rupees Two Cum

with murrum or selected soil in Hundred Sixty

layers of 20cm. thickness including Nine And Paise

watering, ramming and Seventy Five

consolidating etc. complete. Only

10 241.00 Brick work using common burnt 4245.09 Rupees Four Cum

Clay building bricks having Thousand Two

crushing strength not less than 35 Hundred Forty

kg / sq.cm in foundation and Five And Paise

plinth in Cement mortar 1:5 (1 Nine Only

Cement : 5 fine sand) (B)

11 343.60 Providing and laying controlled 4939.52 Rupees Four Cum

cement concrete M 250 and curing Thousand Nine

complete including the cost of Hundred Thirty

formwork but excluding the cost of Nine And Paise

reinforcement for reinforced Fifty Two Only

concrete work in (A)

Foundations,Footing base of

12 109.00 Providing and laying controlled 7298.78 Rupees Seven Cum

cement concrete M 250 and curing Thousand Two

complete including the cost of Hundred

formwork but excluding the cost of Ninety Eight

reinforcement for reinforced And Paise

concrete work in (A) Column from Seventy Eight

Footing Top to Plinth Beam Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

13 62.00 Providing and laying controlled 9271.24 Rupees Nine Cum

cement concrete M-250 and curing Thousand Two

complete including the cost of Hundred

formwork with ordinary timber Seventy One

planking so as to give a rough And Paise

finish incl. centering shuttering Twenty Four

strutting and propping etc.. but Only

excluding the cost of reinforcement

of R.C.C. work in Columns, Pillars

posts and struts for Ground Floor

14 21.00 Providing and laying controlled 9312.18 Rupees Nine Cum

cement concrete M-250 and curing Thousand

complete including the cost of Three Hundred

formwork with ordinary timber Twelve And

planking so as to give a rough Paise Eighteen

finish incl. centering shuttering Only

strutting and propping etc.. but

excluding the cost of reinforcement

of R.C.C. work in Columns, Pillars

posts and struts for First Floor

15 21.00 Providing and laying controlled 9353.12 Rupees Nine Cum

cement concrete M-250 and curing Thousand

complete including the cost of Three Hundred

formwork with ordinary timber Fifty Three And

planking so as to give a rough Paise Twelve

finish incl. centering shuttering Only

strutting and propping etc.. but

excluding the cost of reinforcement

of R.C.C. work in Columns, Pillars

posts and struts for Second Floor

16 11.00 Providing and laying controlled 9394.05 Rupees Nine Cum

cement concrete M-250 and curing Thousand

complete including the cost of Three Hundred

formwork with ordinary timber Ninety Four

planking so as to give a rough And Paise Five

finish incl. centering shuttering Only

strutting and propping etc.. but

excluding the cost of reinforcement

of R.C.C. work in Columns, Pillars

posts and struts for Third Floor

17 103.00 Providing and laying controlled 5167.03 Rupees Five Cum

cement concrete M-250 and curing Thousand One

complete including the cost of Hundred Sixty

formwork with ordinary timber Seven And

planking so as to give a rough Paise Three

finish incl. centering shuttering Only

strutting and propping etc..but

excluding the cost of reinforcement

for reiforced concrete work in

Beams for Plinth€€Level€Beam

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

18 40.00 Providing and laying controlled 7319.52 Rupees Seven Cum

cement concrete M-250 and curing Thousand

complete including the cost of Three Hundred

formwork with ordinary timber Nineteen And

planking so as to give a rough Paise Fifty Two

finish incl. centering shuttering Only

strutting and propping etc..but

excluding the cost of reinforcement

for reiforced concrete work in

Beams for Ground Floor Level Beam

19 38.00 Providing and laying controlled 7360.47 Rupees Seven Cum

cement concrete M-250 and curing Thousand

complete including the cost of Three Hundred

formwork with ordinary timber Sixty And Paise

planking so as to give a rough Forty Seven

finish incl. centering shuttering Only

strutting and propping etc..but

excluding the cost of reinforcement

for reiforced concrete work in

Beams for First Floor Level Beam

20 38.00 Providing and laying controlled 7401.40 Rupees Seven Cum

cement concrete M-250 and curing Thousand Four

complete including the cost of Hundred One

formwork with ordinary timber And Paise

planking so as to give a rough Forty Only

finish incl. centering shuttering

strutting and propping etc..but

excluding the cost of reinforcement

for reiforced concrete work in

Beams for Second Floor Level Beam

21 6.00 Providing and laying controlled 7442.34 Rupees Seven Cum

cement concrete M-250 and curing Thousand Four

complete including the cost of Hundred Forty

formwork with ordinary timber Two And Paise

planking so as to give a rough Thirty Four

finish incl. centering shuttering Only

strutting and propping etc..but

excluding the cost of reinforcement

for reiforced concrete work in

Beams for Third Floor Level Beam

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

22 8.00 Providing and laying controlled 7757.71 Rupees Seven Cum

cement concrete M-250 and curing Thousand

complete with ordinary timber Seven Hundred

planking so as to give a rough Fifty Seven

finish but excluding the cost of And Paise

reinforcement for reinforced Seventy One

concrete work in (C) R.C.C. Only

LINTELS / Sill bends incl.

Finishing smooth with curring of

formwork but excl. the cost of

reinforcement.for Ground Floor

23 9.00 Providing and laying controlled 7798.64 Rupees Seven Cum

cement concrete M-250 and curing Thousand

complete with ordinary timber Seven Hundred

planking so as to give a rough Ninety Eight

finish but excluding the cost of And Paise Sixty

reinforcement for reinforced Four Only

concrete work in (C) R.C.C.

LINTELS / Sill bends incl.

Finishing smooth with curring of

formwork but excl. the cost of

reinforcement.for First Floor level.

24 9.00 Providing and laying controlled 7839.58 Rupees Seven Cum

cement concrete M-250 and curing Thousand

complete with ordinary timber Eight Hundred

planking so as to give a rough Thirty Nine

finish but excluding the cost of And Paise Fifty

reinforcement for reinforced Eight Only

concrete work in (C) R.C.C.

LINTELS / Sill bends incl.

Finishing smooth with curring of

formwork but excl. the cost of

reinforcement.for Second Floor

25 2.00 Providing and laying controlled 7880.51 Rupees Seven Cum

cement concrete M-250 and curing Thousand

complete with ordinary timber Eight Hundred

planking so as to give a rough Eighty And

finish but excluding the cost of Paise Fifty One

reinforcement for reinforced Only

concrete work in (C) R.C.C.

LINTELS / Sill bends incl.

Finishing smooth with curring of

formwork but excl. the cost of

reinforcement.for Third Floor level.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

26 4.00 Providing & laying controlled 8872.40 Rupees Eight Cum

cement concrete M-250 and curing Thousand

complete including the cost of Eight Hundred

formwork with ordinary timber Seventy Two

planking so as to give a rough And Paise

finish incl. centering shuttering Forty Only

strutting and propping etc.. But

excluding reinforcement for R.C.C.

Chhajjas / shelves for Ground

27 2.00 Providing & laying controlled 8913.34 Rupees Eight Cum

cement concrete M-250 and curing Thousand Nine

complete including the cost of Hundred

formwork with ordinary timber Thirteen And

planking so as to give a rough Paise Thirty

finish incl. centering shuttering Four Only

strutting and propping etc.. But

excluding reinforcement for R.C.C.

Chhajjas / shelves for First Floor

28 2.00 Providing & laying controlled 8954.28 Rupees Eight Cum

cement concrete M-250 and curing Thousand Nine

complete including the cost of Hundred Fifty

formwork with ordinary timber Four And Paise

planking so as to give a rough Twenty Eight

finish incl. centering shuttering Only

strutting and propping etc.. But

excluding reinforcement for R.C.C.

Chhajjas / shelves for Second Floor

29 2.00 Providing & laying controlled 8995.21 Rupees Eight Cum

cement concrete M-250 and curing Thousand Nine

complete including the cost of Hundred

formwork with ordinary timber Ninety Five

planking so as to give a rough And Paise

finish incl. centering shuttering Twenty One

strutting and propping etc.. But Only

excluding reinforcement for R.C.C.

Chhajjas / shelves for Third Floor

30 6.00 Providing and laying controlled 6651.48 Rupees Six Cum

cement concrete M-250 and curing Thousand Six

complete including the cost of Hundred Fifty

formwork but excluding the cost of One And Paise

reinforcement for reinforced Forty Eight

concrete work in- Staircases For Only

Ground Floor Level.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

31 6.00 Providing and laying controlled 6692.42 Rupees Six Cum

cement concrete M-250 and curing Thousand Six

complete including the cost of Hundred

formwork but excluding the cost of Ninety Two

reinforcement for reinforced And Paise

concrete work in- Staircases For Forty Two Only

First Floor Level.

32 6.00 Providing and laying controlled 6733.36 Rupees Six Cum

cement concrete M-250 and curing Thousand

complete including the cost of Seven Hundred

formwork but excluding the cost of Thirty Three

reinforcement for reinforced And Paise

concrete work in- Staircases For Thirty Six Only

Second Floor Level.

33 48.00 Providing and laying controlled 6859.40 Rupees Six Cum

cement concrete M-250 and curing Thousand

complete including the cost of Eight Hundred

formwork but excluding Fifty Nine And

reinforcement for reinforced Paise Forty

concrete work in- Slabs For Ground Only

34 39.00 Providing and laying controlled 6900.35 Rupees Six Cum

cement concrete M-250 and curing Thousand Nine

complete including the cost of Hundred And

formwork but excluding Paise Thirty

reinforcement for reinforced Five Only

concrete work in- Slabs For First

35 39.00 Providing and laying controlled 6941.29 Rupees Six Cum

cement concrete M-250 and curing Thousand Nine

complete including the cost of Hundred Forty

formwork but excluding One And Paise

reinforcement for reinforced Twenty Nine

concrete work in- Slabs For Second Only

36 6.00 Providing and laying controlled 6982.22 Rupees Six Cum

cement concrete M-250 and curing Thousand Nine

complete including the cost of Hundred

formwork but excluding Eighty Two And

reinforcement for reinforced Paise Twenty

concrete work in- Slabs For Third Two Only

37 14.00 Providing and laying controlled 6284.92 Rupees Six Cum

cement concrete M-250 and curing Thousand Two

complete incl. the cost of formwork Hundred

but excluding reinforcement for Eighty Four

reinforced concrete work in Walls And Paise

from top of foundation level For Ninety Two

Ground Floor. Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

38 5.00 Providing and laying controlled 6325.85 Rupees Six Cum

cement concrete M-250 and curing Thousand

complete incl. the cost of formwork Three Hundred

but excluding reinforcement for Twenty Five

reinforced concrete work in Walls And Paise

from top of foundation level For Eighty Five

FirstF loor. Only

39 5.00 Providing and laying controlled 6366.79 Rupees Six Cum

cement concrete M-250 and curing Thousand

complete incl. the cost of formwork Three Hundred

but excluding reinforcement for Sixty Six And

reinforced concrete work in Walls Paise Seventy

from top of foundation level For Nine Only

40 22.00 Providing and laying controlled 6407.72 Rupees Six Cum

cement concrete M-250 and curing Thousand Four

complete incl. the cost of formwork Hundred Seven

but excluding reinforcement for And Paise

reinforced concrete work in Walls Seventy Two

from top of foundation level For Only

41 36.00 Providing and laying cement 3271.60 Rupees Three Cum

concrete 1:3:6 (1-Cement: 3-Coarse Thousand Two

sand :6- Graded brick bat aggregate Hundred

40mm normal size ) and curing Seventy One

complete excluding cost of form And Paise Sixty

work for terrace up to Third floor Only

42 61.00 Providing cement VATA (10 cmx10 24.28 Rupees Twenty Mtr

cm size)quartar round in cement Four And Paise

mortar 1:1 including neat cement Twenty Eight

finishing watering etc.complete Only

43 203.00 Brick work using common burnt 4526.81 Rupees Four Cum

Clay building bricks having Thousand Five

crushing strength not less than 35 Hundred

kg / sq.cm in super structure Twenty Six And

above plinth level up to floor two Paise Eighty

level in Cement mortar 1:5 (1 One Only

Cement : 5 fine sand)

(A)conventional - Ground Floor.

44 85.00 Brick work using common burnt 4569.24 Rupees Four Cum

Clay building bricks having Thousand Five

crushing strength not less than 35 Hundred Sixty

kg / sq.cm in super structure Nine And Paise

above plinth level up to floor two Twenty Four

level in Cement mortar 1:5 (1 Only

Cement : 5 fine ) Conventional -

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

45 85.00 Brick work using common burnt 4611.67 Rupees Four Cum

Clay building bricks having Thousand Six

crushing strength not less than 35 Hundred

kg / sq.cm in super structure Eleven And

above plinth level up to floor two Paise Sixty

level in Cement mortar 1:5 (1 Seven Only

Cement : 5 fine ) Conventional -

46 18.00 Brick work using common burnt 4654.10 Rupees Four Cum

Clay building bricks having Thousand Six

crushing strength not less than 35 Hundred Fifty

kg / sq.cm in super structure Four And Paise

above plinth level up to floor two Ten Only

level in Cement mortar 1:5 (1

Cement : 5 fine ) Conventional -

47 6.00 Brick work using common burnt 4696.53 Rupees Four Cum

Clay building bricks having Thousand Six

crushing strength not less than 35 Hundred

kg / sq.cm in super structure Ninety Six And

above plinth level up to floor two Paise Fifty

level in Cement mortar 1:5 (1 Three Only

Cement : 5 fine ) Conventional -

48 88.00 Half brick masonry in common 750.76 Rupees Seven Sqm

brunt clay building bricks having Hundred Fifty

crushing strength not less than 35 And Paise

Kg/Sq.Cm. in Cement mortar 1:3 ( Seventy Six

1-Cement : 3-coarse sand ) with 2 Only

Nos of 6mm Mild steel round bars

after every three course embedded

in Cement Mortar in

Superstructure (B) Conventional for

49 130.00 Half brick masonry in common 757.07 Rupees Seven Sqm

brunt clay building bricks having Hundred Fifty

crushing strength not less than 35 Seven And

Kg/Sq.Cm. in Cement mortar 1:3 ( Paise Seven

1-Cement : 3-coarse sand ) with 2 Only

Nos of 6mm Mild steel round bars

after every three course embedded

in Cement Mortar in

Superstructure (B) Conventional for

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

50 130.00 Half brick masonry in common 811.49 Rupees Eight Sqm

brunt clay building bricks having Hundred

crushing strength not less than 35 Eleven And

Kg/Sq.Cm. in Cement mortar 1:3 ( Paise Forty

1-Cement : 3-coarse sand ) with 2 Nine Only

Nos of 6mm Mild steel round bars

after every three course embedded

in Cement Mortar in

Superstructure (B) Conventional for

51 117082.00 Providing TMT Bar FE 500D 77.29 Rupees Kg

reinforcement for R.C.C. work Seventy Seven

including bending, binding and And Paise

placing in position complete upto Twenty Nine

floor two level. For Ground Floor. Only

52 21450.00 Providing TMT Bar FE 500D 78.34 Rupees Kg

reinforcement for R.C.C. work Seventy Eight

including bending, binding and And Paise

placing in position complete upto Thirty Four

floor two level. For First Floor. Only

53 21450.00 Providing TMT Bar FE 500D 79.39 Rupees Kg

reinforcement for R.C.C. work Seventy Nine

including bending, binding and And Paise

placing in position complete upto Thirty Nine

floor two level. For Second Floor. Only

54 7590.00 Providing TMT Bar FE 500D 80.44 Rupees Eighty Kg

reinforcement for R.C.C. work And Paise

including bending, binding and Forty Four Only

placing in position complete upto

floor two level. For Third Floor.

55 173.36 Providing and applying 4168.96 Rupees Four Mt

anticarrasive treatment with Thousand One

polymer base materials to the steel Hundred Sixty

rainfarcement including descaling Eight And

the dust and applying the Paise Ninety

preventive coating of approved Six Only

make ( for the R.C.C. structures

near coastal area only) etc complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

56 156.00 Providing and fixing 37mm thick 9353.74 Rupees Nine Sqm

Single Core Single Shutter wooden Thousand

flush door confirming to IS-2202 $ Three Hundred

ISI of approved quality and design Fifty Three And

including applying of 1mm thick Paise Seventy

laminate sheet of approved quality Four Only

and design to both both side, all

edges shall be covered with

37x6mm first class teakwood

bedding incl. required steel finished

brass hardware like 150mm long

SS hinges - 4 Nos., 20mm handles,

mortice locks, door stop, stoppers

and lock etc. of approved brands

and including providing and

applying minimum 3 coats of

Melamine Polish and two coats of

sealer etc. complete as directed by

Engineer-in-Charge.

57 54.00 Providing and fixing FOUR track 4828.02 Rupees Four Sqm

sliding window ( 3 Shutter + 1 Thousand

Mosquito Net Shutter ) : Using Eight Hundred

standard extruded color anodized Twenty Eight

aluminum section equivalent to And Paise Two

eries E (30mm) section numbers: Only

frame bottom track with weep holes

21198, frame top & sides

shutter top & bottom rail

interlock rails 20550, shutter side

Handle - 20549 with one mosquito

net shutter and remaining with

5mm thick transparent tinted float

glass, with rubber gasket, air lock

strip and finishing joints with

transparent silicon sealant, with

alluminium powder coated fittings

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

58 15.00 Providing and fixing THREE track 5219.88 Rupees Five Sqm

sliding window ( 2 Shutter + 1 Thousand Two

Mosquito Net Shutter ) : Using Hundred

standard extruded color anodized Nineteen And

aluminum section equivalent to Paise Eighty

eries E (30mm) section numbers: Eight Only

frame bottom track with weep holes

20928, frame top & sides

shutter top & bottom rail

interlock rails 20550, shutter side

Handle - 20549 with one mosquito

net shutter and remaining with

5mm thick transparent tinted float

glass, with rubber gasket, air lock

strip and finishing joints with

transparent silicon sealant, with

alluminium powder coated fittings

59 8.00 Providing and fixing colour 3438.66 Rupees Three Sqm

anodised Alluminium sectional Thousand Four

ventilators using section 63.50 x Hundred Thirty

38.10 { Wt 1.50 mm th.} for 5 mm Eight And

thick Tinted Glass as per drawing, Paise Sixty Six

including fixture and fastenings Only

and hold fasting with coach bolts

etc complete. {Colour as directed by

Engineer in charge

60 2656.00 Providing and fixing M.S. grills of 162.86 Rupees One Kg

required pattern to wooden frames Hundred Sixty

of windows etc. with M.S. flats at Two And Paise

required spacings and frame Eighty Six Only

alround, square or round bars with

round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

61 115.00 Providing and fixing AISI 304 Grade 3364.25 Rupees Three Sqm

stainless steel knock down railing Thousand

system comprising 50mm dia Three Hundred

Railing Pipe fixed on 32 X 32 mm X Sixty Four And

16G SS Balustrade of 850mm Paise Twenty

height placed at maximum 600mm Five Only

C/C distance along with Two SS

horizontal mambers of 16mm dia (

16G) connected at the side of

balustor with SS brackets. The

balustrade shall be mounted on

floor with base plate using specially

designed anchor fasteners and

concealed by AISI 304 Grade SS

base cover cap (Wall thickness of

pipes shall be taken as 1.50mm

along with all visible component

developed in high grade SS and

wherever required, joints to be

filled with bushings for extra

62 553.00 Providing and laying 800 x 800mm 2006.51 Rupees Two Sqm

Double Charged Glossy Vitrified Thousand Six

tiles 10 mm thick in flooring treads And Paise Fifty

of steps and landing laid on a bed One Only

of 12mm thick cement mortar 1:3

(1-cement : 3-coarse sand )

finishing finishing with 3mm

groove filled with approved quailty

epoxy grout of approved shade as

directed by Engineer-in-charge.

63 74.00 roviding and laying 800 x 800mm 1828.67 Rupees One Sqm

Double Charged Glossy Vitrified Thousand

tiles 10 mm thick in skrting risers Eight Hundred

of steps and dedo on 10mm thick Twenty Eight

cement plaster 1:3 (1-cement : 3- And Paise Sixty

coarse sand) and finishing finishing Seven Only

with 3mm groove filled with

approved quailty epoxy grout of

approved shade as directed by

Engineer-in-charge.

64 48.00 Providing and laying polished Kota 1013.87 Rupees One Sqm

stone slab flooring over 20mm Thousand

(Average) thick base of cement Thirteen And

mortar 1:6 (1-cement : 6-coarse Paise Eighty

sand) or L.M. 1.1.5 (1-Lime putty Seven Only

:1.5 - coarse sand) laid over and

jointed with grey cement slurry

mixed with pigment to match the

shade of slab including rubbing

and polishing etc. complete. (A)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

65 29.00 Providing and Fixing Sandwich type 5626.61 Rupees Five Sqm

standing plateform in kitchen using Thousand Six

18mm thick Black GRANITE in top Hundred

and sides and and 25 to 30 mm Twenty Six And

thick one side polished Kota Stone Paise Sixty One

in base including 0.60 mt. wide Only

vertical support of both side

polished Kota Stone and one

horizontal shelf 60 cm wide below

plateform as required and including

50mm wide facia patti in front incl.

moulding the exposed edges in half

round with all material, tools and

labour etc. complete as directed by

Engineer-In-Charge.

66 68.00 Providing and laying Both side 2683.46 Rupees Two Sqm

polished Granite Stone Stone 18-20 Thousand Six

mm.thick ( all edge machine cut Hundred

and rounding mirror polished) of Eighty Three

approved shade for CB Shelf / And Paise

Urinal Partition purpose including Forty Six Only

making groove in the wall,

moulding the open edges full round

and jointed with grey cement slurry

including rubbing and polishing

etc. complete. as required and

directed by Engineer- in-Charge.

67 209.00 Providing and laying 18mm thick 3112.49 Rupees Three Sqm

Black Granite Stone ( all edge Thousand One

machine cut and rounding mirror Hundred

polished) of approved shade in Cills Twelve And

& Jambs incl. applying coarse-cum- Paise Forty

fine sand on the back side of the Nine Only

granite with approved adhesive like

Araldite or eq. to make the surface

rough for better bonding with the

wall surface on 10 mm. thick

Cement Mortar 1:3 (1-cement, 3-

coarse sand) laid and jointed with

white cement slurry including

rubbing and polishing complete.

use single piece or two pieces incl.

overlapping in up-down position

granite stone for jambs & soffits as

required and directed by Engineer-

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

68 153.00 Providing and laying polished 2550.38 Rupees Two Sqm

Telephone Black Granite Stone 18 Thousand Five

mm.thick flooring in single piece in Hundred Fifty

treads of steps and riser over And Paise

20mm (Average) thick base of Thirty Eight

cement mortar 1:6 (1-cement : 6- Only

coarse sand) and jointed with white

cement slurry with matching

pigments including rubbing and

polishing and moulding the

exposed edges half round etc.

69 752.00 Providing and laying coloured 1488.24 Rupees One Sqm

glazed tiles of the size 300 mm x Thousand Four

600 mm x 8 mm in skirting and Hundred

dedo on 10 mm. thick cement Eighty Eight

plaster 1:3 (1 cement : 3 coarse And Paise

sand) & jointed with white cement Twenty Four

70 58.00 Providing and laying Mat Finished 1875.35 Rupees One Sqm

Ceramic tiles of size 600mm x Thousand

600mm x 10mm in flooring treads Eight Hundred

of steps and landing laid on a bed Seventy Five

of 12mm thick cement mortar 1:3 And Paise

(1-cement : 3-coarse sand ) Thirty Five Only

finishing with 3mm groove filled

with approved quailty epoxy grout

of approved shade as directed by

Engineer-in-charge.

71 340.00 Providing and laying broken china 779.70 Rupees Seven Sqm

mosaic flooring for terrace using 12 Hundred

mm to 20 mm broken pieces of Seventy Nine

glazed tiles to be laid over cement And Paise

mortar 1:3 to plain or slope and to Seventy Only

be tempered to bring mortar creme

out upto surface using white

cement including rounding off

junctions and extending them upto

15 cm along the wall,clearing with

water and oxalic acid etc. as

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

72 1204.00 Providing and fixing pre-cast 706.93 Rupees Seven Sqm

Rubber Dye / steel Dye inter Hundred Six

locking concrete block 60mm thick And Paise

with grade of concrete M300 Ninety Three

pnumatic compressed / vibrated Only

mechanically and as per approved

design Confirming to IS 15658 :

2006 including 35 mm Sand layer

for levelling and filling the joint

with sand in proper line and level

as per guidlines of IRC : SP 63-

2018 etc. Complete.

73 543.00 Providing 15 mm thick mala 231.02 Rupees Two Sqm

finished cement plaster in single Hundred Thirty

coat on fair side Brick/Concrete One And Paise

walls for interior plastering upto Two Only

floor two level finished even and

smooth and finishishing with

floating coat of neat cement

slurry.(1) Cement Mortar 1:3 (1

Cement : 3 sand) For GROUND

74 657.00 Providing 15 mm thick mala 259.77 Rupees Two Sqm

finished cement plaster in single Hundred Fifty

coat on fair side Brick/Concrete Nine And Paise

walls for interior plastering upto Seventy Seven

floor two level finished even and Only

smooth and finishishing with

floating coat of neat cement

slurry.(1) Cement Mortar 1:3 (1

Cement : 3 sand) For FIRST Floor.

75 657.00 Providing 15 mm thick mala 288.53 Rupees Two Sqm

finished cement plaster in single Hundred

coat on fair side Brick/Concrete Eighty Eight

walls for interior plastering upto And Paise Fifty

floor two level finished even and Three Only

smooth and finishishing with

floating coat of neat cement

slurry.(1) Cement Mortar 1:3 (1

Cement : 3 sand) For SECOND

76 84.00 Providing 15 mm thick mala 317.28 Rupees Three Sqm

finished cement plaster in single Hundred

coat on fair side Brick/Concrete Seventeen And

walls for interior plastering upto Paise Twenty

floor two level finished even and Eight Only

smooth and finishishing with

floating coat of neat cement

slurry.(1) Cement Mortar 1:3 (1

Cement : 3 sand) For THIRD Floor.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

77 347.00 Providing 10 mm thick mala 212.15 Rupees Two Sqm

finished cement plaster in single Hundred

coat on fair side Brick/Concrete Twelve And

walls for interior plastering on Paise Fifteen

ceiling and soffits of stair upto floor Only

two level finished even and smooth

and finishishing with floating coat

of neat cement slurry.(1) Cement

Mortar 1:3 (1 Cement : 3 sand) For

78 269.00 Providing 10 mm thick mala 262.79 Rupees Two Sqm

finished cement plaster in single Hundred Sixty

coat on fair side Brick/Concrete Two And Paise

walls for interior plastering on Seventy Nine

ceiling and soffits of stair upto floor Only

two level finished even and smooth

and finishishing with floating coat

of neat cement slurry.(1) Cement

Mortar 1:3 (1 Cement : 3 sand) For

79 269.00 Providing 10 mm thick mala 313.43 Rupees Three Sqm

finished cement plaster in single Hundred

coat on fair side Brick/Concrete Thirteen And

walls for interior plastering on Paise Forty

ceiling and soffits of stair upto floor Three Only

two level finished even and smooth

and finishishing with floating coat

of neat cement slurry.(1) Cement

Mortar 1:3 (1 Cement : 3 sand) For

80 53.00 Providing 10 mm thick mala 364.07 Rupees Three Sqm

finished cement plaster in single Hundred Sixty

coat on fair side Brick/Concrete Four And Paise

walls for interior plastering on Seven Only

ceiling and soffits of stair upto floor

two level finished even and smooth

and finishishing with floating coat

of neat cement slurry.(1) Cement

Mortar 1:3 (1 Cement : 3 sand) For

81 3839.00 20 mm thick Double Coat 315.69 Rupees Three Sqm

sand€faced€Gutka cement plaster Hundred

on wall upto height 10 mts.above Fifteen And

ground level consisting of 12 mm Paise Sixty

thick backing coat of C.M 1:3 (1 Nine Only

cement : 3 sand )and 8 mm thick

finishing coat of C.M 1 : 1(1 cement

: 1 Sand) etc. complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

82 2776.00 Applying two coats of putty and two 40.59 Rupees Forty Sqm

coats of primer of approved brand And Paise Fifty

and manufacture on new wall Nine Only

surface to give an even shade

including thoroughly brushing the

surface free from mortar dropping

and other foreign matterand sand

papered smooth.

83 2529.00 Wall painting (two coats) with 126.92 Rupees One Sqm

plastic emulsion paint of approved Hundred

brand and manufacture on Twenty Six And

undecorated wall surface to give an Paise Ninety

even shade including throughly Two Only

brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth.

84 249.00 Finishing Wall with Texture Finish 1464.50 Rupees One Sqm

Paint / Design on Wall surface Thousand Four

including one Coat of Primer, Two Hundred Sixty

Coats of Base Paint, One coat of Four And Paise

top (design) coat and finally Fifty Only

protective clear coat of approved

brand and manufacture ( DUET /

ROYAL PLAY ) as directed by

Engineer-in-Charge.

85 4017.00 Finishing wall with weather proof 120.26 Rupees One Sqm

exterior emulsion paint on wall Hundred

surface (two coats) to give an Twenty And

required shape even shade after Paise Twenty

thoroughly brushing the surface to Six Only

remove all dirt, and remains of

loose powdered materials.etc

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

86 642.00 Providing laying and jointing in 876.90 Rupees Eight Mtr

true line and level 110 mm dia. Hundred

U.P.V.C. SWR Type B pipe Seventy Six

conforming to IS 13592-1992 with And Paise

one end plain and other end Ninety Only

socketed with rubbering & fitting

conforming to ISI 14735-1999 of

approved make for drainage system

pipe line, pipe shall be jointed with

each other with rubber

lubricant.Pipe shall be fixed on the

wall using of PVC clamp of the size

110 mm dia X 149 mm length X

145 mm high 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

87 438.00 Providing laying and jointing in 834.38 Rupees Eight Mtr

true line and level 160 mm dia. Hundred Thirty

U.P.V.C. SWR Type B pipe Four And Paise

conforming to IS 13592-1992 with Thirty Eight

one end plain and other end Only

socketed with rubbering & fitting

conforming to ISI 14735-1999 of

approved make for drainage system

pipe line, pipe shall be jointed with

each other with rubber

lubricant.Pipe shall be fixed on the

wall using of PVC clamp of the size

160 mm dia X 210 mm length X

196 mm high 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

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

88 236.80 Providing laying and jointing in 195.67 Rupees One Mtr

true line and level 50mm dia. Hundred

U.P.V.C. Pipe ( SCH- 40) for cold Ninety Five

water including fittings as approved And Paise Sixty

by Engineer In Charge. Pipe shall Seven Only

be fixed on the wall with the help of

clamp at every two metre C/C or

shall be concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

89 148.80 Providing laying and jointing in 148.12 Rupees One Mtr

true line and level 40mm dia. Hundred Forty

U.P.V.C. Pipe ( SCH- 40) for cold Eight And

water including fittings as approved Paise Twelve

by Engineer In Charge. Pipe shall Only

be fixed on the wall with the help of

clamp at every two metre C/C or

shall be concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

90 220.00 Providing laying and jointing in 91.84 Rupees Ninety Mtr

true line and level 25mm dia. One And Paise

U.P.V.C. Pipe ( SCH- 40) for cold Eighty Four

water including fittings as approved Only

by Engineer In Charge. Pipe shall

be fixed on the wall with the help of

clamp at every two metre C/C or

shall be concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

91 102.00 Providing laying and jointing in 72.65 Rupees Mtr

true line and level 15mm dia. Seventy Two

U.P.V.C. Pipe ( SCH- 40) for cold And Paise Sixty

water including fittings as approved Five Only

by Engineer In Charge. Pipe shall

be fixed on the wall with the help of

clamp at every two metre C/C or

shall be concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

92 131.00 Providing and fixing concealed 170.36 Rupees One Mtr

center point to wall ceiling & floor Hundred

CPVC (SDR 13.5) PIPE having Seventy And

National Sanitation Foundation Paise Thirty Six

(NSF) seal for potable water of Only

following dia. nominal bore tube

fittings and clamps including

making good the wall, ceiling and

floor etc. complete.[A] 15 mm.

93 46.00 Providing and fixing concealed 253.82 Rupees Two Mtr

center point to wall ceiling & floor Hundred Fifty

CPVC (SDR 13.5) PIPE having Three And

National Sanitation Foundation Paise Eighty

(NSF) seal for potable water of Two Only

following dia. nominal bore tube

fittings and clamps including

making good the wall, ceiling and

floor etc. complete. [C] 25 mm.

94 25.00 Providing and Fixing 1010.51 Rupees One No.

50mm€dia€PVC Heavy Duty valve of Thousand Ten

approved quality with required And Paise Fifty

fitting and adhesive incl. fixing the One Only

same with new or existing line as

directed by EIC.

95 20.00 Providing and Fixing 865.32 Rupees Eight No.

40mm€dia€PVC Heavy Duty valve of Hundred Sixty

approved quality with required Five And Paise

fitting and adhesive incl. fixing the Thirty Two Only

same with new or existing line as

directed by EIC.

96 41.00 Providing and Fixing 580.75 Rupees Five No.

25mm€dia€PVC Heavy Duty valve of Hundred

approved quality with required Eighty And

fitting and adhesive incl. fixing the Paise Seventy

same with new or existing line as Five Only

directed by EIC.

97 21.00 Providing and Fixing 482.02 Rupees Four No.

15mm€dia€PVC Heavy Duty valve of Hundred

approved quality with required Eighty Two And

fitting and adhesive incl. fixing the Paise Two Only

same with new or existing line as

directed by EIC.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

98 10.00 Providing and fixing Brass polished 6388.25 Rupees Six No.

Bright Overhead Shower 140mm Thousand

round shape Multi Flow with air Three Hundred

effect ( ABS Body & Face Plate Eighty Eight

Chrome plated ) with Rubit And Paise

Cleaning System of approved brand Twenty Five

or its eqvivelent make incl. all Only

labour, tools, machineries etc.

complete as directed by Engineer-in-

99 10.00 Providing and fixing Brass polished 9872.75 Rupees Nine No.

Bright Wall Mixer 3-in-1 System Thousand

with Provision for both Hand Eight Hundred

Shower and Overhead Shower Seventy Two

Complete with 115mm Long Bend And Paise

Pipe, Connecting Legs & Wall Seventy Five

Flange (without Hand & Overhead Only

Shower) of approved brand or its

eqvivelent make incl. all labour,

tools, machineries etc. complete as

directed by Engineer-in-Charge.

100 10.00 Providing and fixing Brass polished 3077.98 Rupees Three No.

Bright Two way Bib Cock (Medium Thousand

Range) with wall flange of approved Seventy Seven

brand or its eqvivelent make incl. And Paise

all labour, tools, machineries etc. Ninety Eight

complete as directed by Engineer-in- Only

101 41.00 Providing and fixing Brass polished 2671.45 Rupees Two No.

Bright Bib Cock with wall flange of Thousand Six

superior quality as pproved by EIC Hundred

incl. all labour, tools, machineries Seventy One

etc. complete as directed by And Paise

Engineer-in-Charge. Forty Five Only

102 10.00 Providing and fixing Brass polished 4994.45 Rupees Four No.

Bright Pillar Cock with 190mm Thousand Nine

Extension Body for table top wash Hundred

basin of superior quality as Ninety Four

approved by EIC incl. all labour, And Paise

tools, machineries etc. complete as Forty Five Only

directed by Engineer-in-Charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

103 11.00 Providing and fixing wash down 20316.15 Rupees Twenty No.

water closet ( WALL HUNG - Thousand

Europeon type W.C. Pan ) of Three Hundred

approved brand & model having Sixteen And

size 510 x 350 x 360 mm with slim Paise Fifteen

seat cover with integral 'P' or 'S' Only

trap including jointing the trap

with soil pipe in cement mortar 1:1

(1 cement : 1fine sand) including

providing and fixing Heavy duty

S.S. Rag Bolts, Health Faucet with

flexible pipe, 15mm dia angular

stop cock, 25mm dia. heavy Flush

Valve as approved by Engineer-in-

104 11.00 Providing and fixing TABLE TOP 12121.41 Rupees Twelve No.

WASH BASIN of approved brand & Thousand One

model having€size€480€x€370€x Hundred

110mm with single hole for pillar Twenty One

tap with C.I. Or M.S. brackets And Paise

painted white including cutting Forty One Only

holes and making good the same

and incl. including 15mm dia

angular stop cock, Waste pipe, M.I

Fisher Union etc. complete.

105 20.00 Providing and fixing Brass polished 1219.58 Rupees One No.

Bright Soap Dish Holder of Thousand Two

approved pattern, quality and Hundred

design incl. all labour, tools, Nineteen And

machineries etc. complete as Paise Fifty

directed by Engineer-in-Charge. Eight Only

106 20.00 Providing and fixing Brass polished 1870.02 Rupees One No.

Bright Nepkin Ring Square with Thousand

Round Flange of approved pattern, Eight Hundred

quality and design incl. all labour, Seventy And

tools, machineries etc. complete as Paise Two Only

directed by Engineer-in-Charge.

107 10.00 Providing and fixing C.P. brass 5052.53 Rupees Five No.

towel rail comlete with C.P. brass Thousand Fifty

brackets fixed to wooden plugs with Two And Paise

C.P. brass scews.(B) 600mm x Fifty Three Only

108 10.00 Providing and fixing Brass polished 2090.70 Rupees Two No.

Bright Tumbler Holder of approved Thousand

pattern, quality and design incl. all Ninety And

labour, tools, machineries etc. Paise Seventy

complete as directed by Engineer-in- Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

109 10.00 Providing and fixing Brass polished 592.37 Rupees Five No.

Bright Hanger / Khinti of approved Hundred

pattern and design incl. all labour, Ninety Two

tools, machineries etc. complete as And Paise

directed by Engineer-in-Charge. Thirty Seven

110 10.00 Providing and fixing Kitchen SS 2179.12 Rupees Two No.

Sink Glosy ASIS 304 Grade 1mm Thousand One

thick with overall size 610 X 460 Hundred

mm & Bowl size 560X410X200 with Seventy Nine

C.I. or M.S. Brackets, painted And Paise

white including cutting holes in Twelve Only

walls and making good the same

111 30.00 Providing and Fixing Stainless 2946.15 Rupees Two No.

Steel(Grade-316) accessories, Sheet Thousand Nine

Cutlery Basket of Hundred Forty

size:520X485X100 mm .fixing on Six And Paise

telescopic channel of length Fifteen Only

500mm having hardware like

handles, dead lock etc. for Kitchen

of Approved Brand as directed by

Engineer in charge.

112 30.00 Providing and Fixing Stainless Steel 3050.68 Rupees Three No.

(Grade-316)accessories, Thali Thousand Fifty

Basket of size:520X485X150 mm And Paise Sixty

.fixing on telescopic channel of Eight Only

length 500mm having hardware

like handles, dead lock etc. for

Kitchen of Approved Brand as

directed by Engineer in charge.

113 30.00 Providing and Fixing Stainless 2771.92 Rupees Two No.

Steel(Grade-316) accessories, Plain Thousand

Basket of size:520X485X150 mm Seven Hundred

.fixing on telescopic channel of Seventy One

length 500mm having hardware And Paise

like handles, dead lock etc. for Ninety Two

Kitchen of Approved Brand as Only

directed by Engineer in

114 30.00 Providing and Fixing Stainless 3050.68 Rupees Three No.

Steel(Grade-316) accessories, Cup Thousand Fifty

Saucer Basket of And Paise Sixty

size:520X485X100 mm .fixing on Eight Only

telescopic channel of length

500mm having hardware like

handles, dead lock etc. for Kitchen

of Approved Brand as directed by

Engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

115 39.00 roviding and fixing PVC SWR Nahni 586.27 Rupees Five No.

Trap IS 14735 for drain - 100 mm Hundred

diameter with jali of the following Eighty Six And

nominal diameter of self cleansing Paise Twenty

design with C.I. Scread down or Seven Only

hinged grating including the cost of

cuttingand making good the wall.

116 17.00 Providing and fixing S.W Gully trap 1246.92 Rupees One No.

with C.I grating brick masonary Thousand Two

chamber and water tight C.I.cover Hundred Forty

with frame of 300 mm x 300 mm Six And Paise

size (inside) with standard weight. Ninety Two

(i)Square mouth traps.(B) 150 mm Only

x 100 mm size -P or R type.

117 16.00 Constructing brick masonry road 8767.25 Rupees Eight No.

gully chamber 1100mm x 500mm x Thousand

775mm including 500mm x 450mm Seven Hundred

C.I. horizontal grating with frame Sixty Seven

and vertical grating complete. And Paise

118 16.00 Constructing brick masonary 2932.93 Rupees Two No.

chamber for underground C. I. Thousand Nine

Inspection chamber and bends with Hundred Thirty

bricks having crushing strength Two And Paise

not less than 35kg./sq. cm. In C. Ninety Three

M. 1:5 C.I. Cover with frame (lightn Only

duty) 455 x 610 mm internal

dimensions. Total wt. of cover with

frame to be not less than 38kg.

(weight of cover 23 kg. & wt. of

frame 15kg.) R. C. C. top slab with

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

graded stone agg. 20 mm. nominal

size) foundation concrete 1:5:10.

Inside plaster 15 mm thick with C.

M. 1:3 finished smooth with a

floating coat of neat cement on wall

& bed concrete etc. comp. (i) inside

dimensions 455 x 610 mm. x

mm. deep for single pipe line.

119 8.00 Providing sock pit of 5.0Cu.M. 3205.04 Rupees Three No.

volume including excavating sand Thousand Two

filling brick bats with dry masonry Hundred Five

work at top for 45cm height And Paise Four

including covering the top with Only

stone including providing vatas in

C.M. 1:3 with finishing curing etc.

complete as directed.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

120 4.00 Providing and Constructing Septik 143247.60 Rupees One No.

Tank of 7.20 x 3.46 x 2.50 ( outer Lakh(s) Forty

diemnsions) and 6.74 x 3.00 x 2.5 ( Three

inner dimensions ) including Thousand Two

necessary excavation, 15cm thick Hundred Forty

B.B.C.C. in bottom of the tank, Seven And

providing 23cm thick brick Paise Sixty Only

masonary outer wall in C:M 1:6,

Nos of partition wall of half brick

masonary in C:M 1:5, RCC Slab in

1:2:4 with reinforcement as

directed, 15mm cement plaster on

inside surface of brickmasonary,

Verticle cement vata on each

corner of the wall,110mm dia. PVC

pipe in bottom etc.complete incl. all

labour, material, excavation etc.

complete as per detail drawing and

instruction given by Engineer-in-

121 42000.00 Providing erecting and fixing tripple 10.45 Rupees Ten Ltrs

coated PVC water tank of required And Paise

capacity each including necessary Forty Five Only

transportation to the site, making

plateform with matching flooring to

the terrace, fixing fitting and

connecting to inlet and outlet with

all necessary fittings & connection

complete on terrace.

122 8.00 Providing and fixing ball cock of 189.84 Rupees One No.

approved quality as directed.(A) Hundred

Vitreous china (ii) Copper metal- 50 Eighty Nine

123 40.00 Providing & Fixing of Retroreflective 902.82 Rupees Nine No.

High intensity grade on Acrylic Hundred Two

plate made of 3 mm thick Acrylic And Paise

name plate with lettering using Eighty Two Only

High intensity grade retro reflctive

letters, incl. fixing on each

chamber as directed & Instructed

by Engineer- in-Charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

124 40.00 SIGNAGES ON Door Providing, 656.50 Rupees Six No.

Fabricating & Fixing 304 grade Hundred Fifty

Stainless steel 1.5 mm thick Six And Paise

brushed steel finish plate fixed on a Fifty Only

door using s.s studs and with

punched(laser cut) lettering carried

out on s.s plate of required size and

text as directed by Engineer

etc.complete. Size: 12" x 6"

125 22.00 Providing and fixing Elevation Jali 10783.20 Rupees Ten Sqm

as per detailed drawing consisting Thousand

of frame made out of 80 x 40 x Seven Hundred

5mm M.S. hollow pipe @ weight Eighty Three

8.54 kg / Rmt, incl. 6mm thick And Paise

patti for internal filling and Twenty Only

applying the whole structure with

two coats of metal primer of

approved quality and two coats of

oil painting with approved colour

and pattern oil paint incl.

necessary locking and movement

arrangements and fixing the same

structure at site with RCC pillar

fixing in position etc. complete as

directed by engineer-in-charge.

126 40.00 Providing and Constructing 2981.38 Rupees Two No.

JUNCTION CHAMBER of size 0.35 Thousand Nine

x 0.35 x 0.60 m. including Hundred

connecting rainwater pipes, Half Eighty One

brick work with 15mm thick plaster And Paise

in C;M 1:4, 50mm thick C.C. 1:2:4 Thirty Eight

in bed flooring & covered with Only

Precast RCC slab cover 100mm

thick incl. all labour, material

excavation etc. complete.

127 24.00 Providing & Constructing FILTER 11630.36 Rupees Eleven No.

CHAMBER of size 2.06 x 1.21 x Thousand Six

1.20 m. including connecting Hundred Thirty

rainwater pipes, half brick work And Paise

with 15mm thick plaster in C;M Thirty Six Only

1:4, 50mm thick C.C. 1:2:4 in bed

flooring & covered with Precast

RCC slab cover 100mm thick incl.

all labour, material , excavation etc.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

128 12.00 Providing & Constructing 48597.02 Rupees Forty No.

PERCOLATION SOCKWELL of 2.54 Eight

m internal clear diameter and 5.00 Thousand Five

mt. depth incl. honey comb brick Hundred

masonary in C:M 1:C, 15mm thick Ninety Seven

plaster in C;M 1:4, 50mm thick And Paise Two

C.C. 1:2:4 in bed flooring & covered Only

with RCC top slab 100mm thick

incl. filling with greval etc.

complete incl. all labour, material

excavation etc. complete.

129 700.00 Providing, laying, spreading and 1105.95 Rupees One Cum

compacting stone aggregates of Thousand One

specific sizes to WBM Grade-I Hundred Five

specification using 63mm to 45mm And Paise

metal (@ 0.91cum per 10 sqmt Ninety Five

loose qty) with stone screening of Only

11.2mm (@ 0.18cum per 10 sqmt

loose qty) and stone dust (@

0.06cum per 10 sqmt loose qty) as

filler material, including spreading

in uniform thickness, with

consolidation by vibratory roller in

stages to proper grade and

camberm applying and brooming

requisite type of screening /

binding materials to fill up the

interstices of coarse aggregate,

watering and compacting to the

required density as per MoRTH. (By

Mechanical Means). as directed by

the Engineer in Charge.

130 70.00 Steel work welded in build up 9108.48 Rupees Nine Quintal

sections,framed work including Thousand One s

cutting, hoisting fixing in position Hundred Eight

and applying a priming coat of red And Paise

lead paint A) In beams and joists, Forty Eight

channels, angles,tees, flats with Only

connection plates or angle cleats as

in main and cross beams, hip and

trussed purlins connected to

common rafters and the like.

131 230.00 Providing and Fixing 6 mm thick 1441.90 Rupees One Sqm

Lexan Polycarbonate multi wall Thousand Four

roofing sheet fixed with hilti screw Hundred Forty

and rubber silicon sealer and One And Paise

alluminium strip of size 50 x3 mm Ninety Only

etc complete as directed by

Engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

132 230.00 Applying priming coat over new 36.42 Rupees Thirty Sqm

steel and other metal surface after Six And Paise

over and including preparing the Forty Two Only

surface by thoroughly cleaning oil,

grease dirt and other foreign matter

and scoured with brushes fine steel

wool, scrapers and sand paper with

ready mixed priming paint

brushing red lead.

133 230.00 Painting two coats (excluding 92.20 Rupees Ninety Sqm

priming coat) on new steel and Two And Paise

other metal surfaces with enamel Twenty Only

paint brushing, interior to give

enamel paint brushing, interior to

give an even shade including

cleaning the surface of all dirt, dust

and other foreign matter.

134 13.00 Providing and laying cement 4084.01 Rupees Four Cum

concrete 1:3:6 (1- Cement : 3- Thousand

Coarse sand : 6-crushed stone Eighty Four

aggregates 20 mm nominal size) And Paise One

and curing complete including cost Only

of formwork in (A) Wall Caps /

135 17.00 Providing and fixing M.S. Entry 5671.16 Rupees Five Sqm

Gate as per detailed drawing Thousand Six

consisting of outer frame made out Hundred

of 50 x 50 x5mm M.S. hollow coil Seventy One

pipe @ weight 6.97 kg / Rmt, 25 x And Paise

25 x 3 mm m.S. hollow coil pipe for Sixteen Only

internal filling @ weight 2.04 kg /

Rmt, 6mm thick patti for internal

filling incl. p/f 1.5mm thick m.s.

sheet above the structure to get

desired design and applying the

whole structure with two coats of

metal primer of approved quality

and three coats of spray painting

with approved colour and pattern

oil paint incl. necessary locking

and movement arrangements and

fixing the same structure at site

with RCC pillar fixing in position

etc. complete as directed by

engineer-in-charge. ( Weight not

less than 34.00 Kg / Sqm )

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

136 18.00 Construction of Cattle Trap of 12662.06 Rupees Twelve Sqm

required Size ( depth shall be 1.20 Thousand Six

M for Excavation ) consisting of Hundred Sixty

Excavation, 15mm Thick Base PCC Two And Paise

in 1:3:6 Proportion, 0.23 M thick Six Only

R.C.C. Vertical Fins ( 1:2:4)

alround and reinforcement @ 35 Kg

/ Cum in Vertical Fins, channel

section ISMC of size 100mm X

50mm X 5mm on edges of fins and

at every 1.00 c/c on short span

welded with 50mm dia heavy duty

G.I. Pipe at 5 Cm interval and one

coat of metal primer and two coats

of oil painti including construction

of cleaning pit at any suitable side

of the cattle guard of size 0.90 X

0.90 X 1.20 Cosnsiting of

Excavation, Partition Wall alround,

Base P.C.C. (1:3:6), Top cover using

1mm thcik M.S. Sheet incl

providing proper opening between

cattle trap and pit etc. complete as

per detail drawing and directed by

Engineer in Charge. ( For payment

only Length and width of the top

will be mulplied )

137 299.00 Providing and fixing 1.20 Metre 391.93 Rupees Three Sqm

high fencing with 2.0 Metre long Hundred

M.S. Angle posts 40mm x 40 mm Ninety One

x6 mm and oil painting 3 coats And Paise

fixed at 2.5 Mt,C/c. with five Ninety Three

Horizontan lines and two diagonals Only

of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with

G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M

x 0.5 M. block in C.C1:5:10 etc

138 938.00 Box cutting the road surface to 109.41 Rupees One Cum

proper slope and camber for Hundred Nine

making a base for road work And Paise

including removing the excavated Forty One Only

stuff and depositing on the road

side slope as directed upto

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

139 364.00 Providing and cast in situ ordinary 6992.23 Rupees Six Cum

cement concret M-250 for average Thousand Nine

20 cm thick wearing coat / C.C. Hundred

pavement laid as directed in Ninety Two

approved fixed side form work of And Paise

steel channel including vibrating by Twenty Three

screed-needle vibrator and Only

finishing by plate vibrator and

finished in continous operation

including providing of contraction

joint at every 4.00mtr and

expansion joint at interval of

mtr applying debonding

strips,bitumen primer,bituminous

sealant,12 mm dia jute rope and

curing etc. complete.

140 394.00 Providing and fixing pre-cast 400.87 Rupees Four Mtr

concrete kerb stone of gray cement Hundred And

based concrete block 30cm Paise Eighty

length,30cm height and 15cm thick Seven Only

of M250 grade concret as per

approved design and including

excavation for fixing in proper line

and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc

141 8.63 Providing and fixing in position FE 73243.02 Rupees M.T.

500D TMT bar reinforement Seventy Three

including cutting, bending and Thousand Two

tying complete as per detailed Hundred Forty

drawings. (A) R.C.C. Kerb. (B) Three And

R.C.C. Footpath.(C) R.C.C. Approch Paise Two Only

slab.(D) Wearing Coat.

142 66.00 Supplying and fixing reinforced 659.99 Rupees Six Rmt

concrete heavy duty non-pressure Hundred Fifty

pipes with collars for culverts Nine And Paise

carrying heavy traffic as per IS 458- Ninety Nine

1991 specifications including Only

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of following

internal daimeters.(i) 300mm dia.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

143 3.00 Providing and fixing FRP Frame 2615.04 Rupees Two Sqm

size 125X65mm and 35mm thick Thousand Six

FRP shutter with wodden grain Hundred

raized pannel design finish shutter Fifteen And

having extra reinforcement on side Paise Four Only

and edges and in polish finish. The

core of the shutter is to be filled up

with injected fire extinguishing

grade polyurethane foam done in

situ alongwith embedded wooden

pieces for stiffening and also for

taking hines and fixstures. Thje

whole FRP Frame and shutter is to

be water proof, termite proof and

resistance to mile acid/ Alkali.

Rates are to be inclusive S.S.

hinges with necessary screws and

alluminium fixture and fastening..

144 87.00 Distempering (Two coats) with oil 76.68 Rupees Sqm

bound distemper of approved brand Seventy Six

and manufacture and of required And Paise Sixty

shade on wall surface to give an Eight Only

even shade over and including a

priming coat with distemper primer

of approved brand and

manufacture after thoroughly

brushing the surface free from

mortar dropping and other foreign

matter and also including

preparing the surface even and

145 2.00 Providing and fixing C.I. Manhole 958.17 Rupees Nine No.

cover 0.60mm x 0.45mm size Hundred Fifty

having weight not less than 35Kg. Eight And

146 8.00 Providing and fixing cast iron steps 207.66 Rupees Two No.

of size 500mm x 150mm x 22.5mm Hundred Seven

and painting with two coats of Anti- And Paise Sixty

corrosive paint etc. complete. Six Only

147 300.00 Drilling of bore hole in Alluvial 1259.47 Rupees One Mtr

Strata by direct Rotary Rig. 250mm Thousand Two

/ 300 mm dia Hundred Fifty

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

148 300.00 Remaining 250 / 300 mm dia bore 604.99 Rupees Six Cum

hole to following 450 mm bore hole Hundred Four

including assembling jointing, And Paise

lowering of housing casing stainer Ninety Nine

pipes and other assembly items Only

with gravel packing and clay blall

packing etc. comp..

149 30.00 Supply of clay balls having size of 758.51 Rupees Seven Cum

15mm to 25 mm made from sticky Hundred Fifty

clay on site Eight And

Paise Fifty One

150 200.00 Supply of ERW blank pipe of 2431.07 Rupees Two Mtr

approved quality at site of work Thousand Four

confirming to IS 1239-1964 200mm Hundred Thirty

internal dia for housing One And Paise

6 mm thick Seven Only

151 100.00 Supply of 200mm dia slotted pipe 2626.00 Rupees Two Mtr

for stainer size 2 1/2 " x 21/2" x Thousand Six

1/8" 6 mm thick Hundred

Twenty Six Only

152 300.00 Jointing ERW pipes blank or 15.15 Rupees Fifteen Mtr

slotted by solding including cost of And Paise

jointing with materials and Fifteen Only

153 24.00 Supply of gravel having size 4mm 2049.29 Rupees Two Cum

to 6 mm as directed on site Thousand

154 2.00 Providing and fixing E.R.W. bail 851.04 Rupees Eight LS

plug reducer steel bent plates, Hundred Fifty

welding rod, supporting clamps etc One And Paise

as per requirement Four Only

155 2.00 Heavy duty clamp made from 4" x 179.78 Rupees One No.

1.5" iron strip suitable for column Hundred

pipe 1.5" to 2" length. (B) 50mm(2") Seventy Nine

dia pipe And Paise

156 2.00 Supplying & erecting G.l. bend for 115.14 Rupees One No.

pipe connections suitable for . Hundred

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

157 2.00 Supplying, & erecting C.I. swing, 803.96 Rupees Eight No.

check type non-return (Reflux) Hundred Three

Valve -ISI marked suitable for And Paise

following size (C) 50 mm dia. Ninety Six Only

158 2.00 Charges for development of bore by 22427.05 Rupees Twenty LS

giving air with compressor for Two Thousand

requirement as per site situation Four Hundred

{600CFM/150PSI up to the any Twenty Seven

depth, minimum 6 hours} And Paise Five

159 2.00 S.I.T.C. submersible pump set for 55926.73 Rupees Fifty No.

bore of 150 mm. dia. Or, more Five Thousand

having 3 phase motor capacity not Nine Hundred

more than 15 H.P. and discharge Twenty Six And

capacity having, Lifting and Paise Seventy

Lowering taken extra. Three Only

(A) (15 Stage) 480 to 330 L.P.M at

head 105 to 135 mtrs..suitable for

65 mm dia. delivery pipe Cat.III

160 2.00 Supplying & erecting approved 16053.95 Rupees Sixteen No.

make motor control cubical panel Thousand Fifty

[Star delta] made from 16G CRCA Three And

sheet duly epoxy powder painted Paise Ninety

inside and outside with hinged Five Only

doors and locking with suitable size

of ON-OFF isolator (AC3/23 duty)

main fuses. Digital volt and current

meter (in a single unit) with micro

controller based control unit and

current sensing single phasing

prevent erelectronic overload

protection, over voltage

(Programmable) protection and

under voltage (Programmable)

protection, prodless dryr un

protection programming facility for

setting of all parameter like

overload current, high voltage limit,

low voltage limit, dry run limit with

digital indication on seven segment

LED display for any fault like

overload, high voltage, low voltage,

dry running single crimped,

electronic star delta timer,

feathertouch start / stop push

buttons to be erected on angle iron

frame.Grouted on wall the

contactors will be of L&T,Siemens

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

161 2.00 Lowering of submersible motor 2996.67 Rupees Two Job

pump set complete with required. Thousand Nine

Nos. and size of casing pipes Hundred

erected by means of proper Ninety Six And

chainpulley block & pipe wrenches Paise Sixty

after checking of threads of each Seven Only

pipe with coupling to take the load

of the pump set and pipe assembly

filled with water. (c) Above120 mtr.

162 600.00 Providing and erecting ISI marked 488.84 Rupees Four Mtr

PVC insulated PVC Shethed Flat Hundred

flexible Submercible copper cable Eighty Eight

approved make of following Size.(F) And Paise

3 Core x 16 Sq. mm. Eighty Four

163 300.00 Supplying ISI Marked (Embossed) 355.52 Rupees Three Mtr

following size of Heavy duty "C" Hundred Fifty

Class G.I . Pipe & erecting as Five And Paise

directed by Engineer-in-charge with Fifty Two Only

necessary plumbing as desired.(D)

164 100.00 Supplying and erecting with leak 91.91 Rupees Ninety No.

proof materials, M.S. Heavy duty One And Paise

ISI marked coupling having threads Ninety One

of 8 TPI/11 TPI suitable for 'C' class Only

pipe to take load of pump and pipe

assembly of following size

andTPI(C) 50 mm(2") dia. pipe 8 TPI

165 100.00 Add cost of leak proof complete 60.60 Rupees Sixty No.

welding surrounding pipe and And Paise Sixty

coupling for use as column pipe for Only

following size (A) 50mm,

166 100.00 Cutting the heavy duty pipe and 69.69 Rupees Sixty No.

threading one end of pipe with 8 Nine And Paise

TPI / 11 TPI as per requirement Sixty Nine Only

and including to and fro

charges.(B) 80mm (3") dia pipe.(B)

50mm (2") dia pipe

167 40.00 Providing Water proof straight Joint 189.88 Rupees One No.

in PVC insulated flat flexible copper Hundred

cable by using insulating material, Eighty Nine

water proofing material, & making And Paise

the joint complete.(B) 16 to 35 Sq. Eighty Eight

168 2.00 Charge of electrologging test of bore 15150.00 Rupees Fifteen Job

hole uptrom make electrologger. Thousand One

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

169 2.00 Geohydrological ground water 7070.00 Rupees Seven Job

investingation (with vehicle Thousand

charges) for 200 mm / 250 mm dia Seventy Only

deep tubewell (with water sample

170 0.53 Clearing and grubbing road land 28455.09 Rupees Twenty Hec

includinguprooting rank vegetation Eight

grass bushes, shrubs, sapling and Thousand Four

trees girth upto 300 mm removal of Hundred Fifty

stumps of trees cut earlier and Five And Paise

disposal of unservicable materials Nine Only

(C.) By meachanical means in area

of light jungle

171 638.00 Earth work for embankment 169.28 Rupees One Cum

including breaking clods, dressing, Hundred Sixty

with all, lead and lift (excluding Nine And Paise

watering and consolidation) (E) Twenty Eight

From borrow area within 3 Km. lead Only

172 1480.20 Rolling & watering of earthwork in 22.96 Rupees Twenty Cum

layers with vibratory roller Two And Paise

including filling in depressions Ninety Six Only

173 535.00 Trenching in ordinary / Hard soil 245.63 Rupees Two No.

up to a depth of 60 cm including Hundred Forty

removal and stacking of serviceable Five And Paise

materials and then disposing of Sixty Three

surplus soil, by spreading and Only

neatly levelling within a lead of

m and making up the trenched

area to proper levels by filling with

earth or earth mixed with sludge or

/ and manure before and after

flooding trench with water

(including cost of imported earth,

sludge or manure).

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

174 24.00 Providing and fixing M. S. tree 5565.91 Rupees Five No.

guard 50 cm square in plan, height Thousand Five

1.40 metre above ground level and Hundred Sixty

0.50 metre below ground level. The Five And Paise

vertical members shall consist of Ninety One

four nos of angle iron of size Only

20x20x4 mm 1.9 long, one at each

corner and 8 nos flat iron of size

25x4 mm 1.4 long. The vertical

members shall be welded to 4 nos

25x4 mm M. S. flats placed

horizontally around the vertical

member of the cage. One name

plate of 1 mm thick M.S. sheet of

size 250x100 mm shall be welded

to the tree guard near the middle

height and lettered CPWD / PWD/

any other approved name. The tree

guard shall be fixed to the ground

by making suitable holes and by

embedding four corners leg in the

ground, including refilling the earth

, compaction etc. complete. The

tree guard shall be painted with

two coats of paint of approved

brand and manufacture over a coat

of primer, complete in all respect.

175 535.00 Grassing with ready made Korean 744.47 Rupees Seven Sqm

carpet lawn (size 2 feet X 1 feet or Hundred Forty

as directed) including watering and Four And Paise

maintenance of the lawn for 90 Forty Seven

days or more till the grass forms a Only

thick lawn, free from weeds and fit

for mowing including excavation

upto the depth of 0.20mts

supplying good earth, manure /

sludge and mixing the same, if

176 535.00 Providing drip irrigation network 237.96 Rupees Two Sqm

with Sprinkler jet & contol valve Hundred Thirty

incl. all necessary materials & Seven And

Labour for fixing etc. complete for Paise Ninety

Office garden & Lawn area Six Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

177 18.00 Supplying, Providing & Fixing of 4514.70 Rupees Four No.

Precast benches of Cement Thousand Five

concrete, top covered with a layer Hundred

of Latest Mosaic chippings/ tiling Fourteen And

shade as directed by Engineer -in- Paise Seventy

Charge with specified " Name plate" Only

casted with, at the time of the

manufacture of benches, as

directed, cured ,rubbed and

polished properly, Transporting at

site and fixing the bench on two leg

padastal of Precast C.C. with

necesssary, excavation, PCC,

Fixing padastals & Fixing precast

benches in line and levels with

jointing material etc. comple

178 60.00 Providing & construction Tree 369.36 Rupees Three No.

plants required Digging of pits Hundred Sixty

0.6mt. x 0.6mt x 0.6mt, filling with Nine And Paise

goodearth with mixing of cow dong Thirty Six Only

and pesticide.planting the following

plant of 4' to 6' height stack it well,

maintain it for 3 month name of

plants Neem, Nagor, Avonla,

Aritha, Garmala etc.

179 7.00 Ayurvedic shrubbery Clinning the 153.32 Rupees One No.

bed, mixing of the fertilizer and Hundred Fifty

pesticides, digging the pit planting Three And

the good quality of plant at Paise Thirty

required distance, maintain it for 3 Two Only

month name of plants Tulsi,

Brahmi, Aloe vera, Ardusi,

Asparagus, Panputti, Nagar vel,

Phudina, Ashwagandha, Gugal,

Wedellia, Jecomentia, Umbrella

180 60.00 Planting of exoitic palm trees 1887.44 Rupees One No.

Digging of pits 0.6mt. x 0.6mt x Thousand

0.6mt, filling with good earth with Eight Hundred

mixing of cow dong and Eighty Seven

pesticide.planting the following And Paise

plant of 8' to 10' height stack it Forty Four Only

well, maintain it for 3 month Bottle

palm, Coconut, Sopari, Fish tail,

Fox tail, Phonix, Date palm,

Bismarkia, Shampagon, Latania, etc

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

181 60.00 Planting of Ornamental shurbs 153.32 Rupees One No.

Digging of pits 0.6mt. x 0.6mt x Hundred Fifty

0.6mt, filling with good earth with Three And

mixing of cow dong and Paise Thirty

pesticide.planting the following Two Only

plant of 8' to 10' height stack it

well, maintain it for 3 month

Golden bamboo, Green bamboo,

Ficus spp.Ixora spp., Hibiscus spp.,

Allamanda spp.Bougainvella spp.,

Nerium spp, Plumeria spp. etc.

182 60.00 Providing pesticides ,dust as 98.73 Rupees Ninety Kg

directed by architect engineer Eight And

incharge. Paise Seventy

183 60.00 Providing pesticides ,liquid as 691.09 Three Only

Rupees Six Ltrs

directed by architect engineer Hundred

incharge. Ninety One

184 1.00 Fountain Design; Designing, 1097675.58 And PaiseTen

Rupees Nine No.

Providing and erection of 4.0 mt dia Lakh(s) Ninety

and 2.5 mt. appropriate high Seven

"Artistic Fountain " with ferro Thousand Six

cement sturcutre making diffent Hundred

initial mould structure using FE Seventy Five

500 TMT bars and clay mould with And Paise Fifty

hand work by experienced artists Eight Only

giving all shapes and expression as

approved by EIC ,Using High grade

FRP ISO resin, matting, cobalt,

catalyst, wax polish and natural

look painting, including all kind of

civil work for base with all required

welding, equipments Fountain with

actual detail work with 5hp

Submersible Pump, with MS

sctructure, pipes and nozzle.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

185 2.00 Designing, providing, fixing & 234042.25 Rupees Two No.

erection STONE FOUNTAIN Lakh(s) Thirty

complete inclusive of all material, Four Thousand

labor, wastages, necessary tools & Forty Two And

tackles, adhesives, required Paise Twenty

hardware, accessories, Carving, Five Only

Any type of framing work as per

required, Necessary civil work if

required, foundation if required as

per design, ligting if required and

work complete including all type of

material, fittings, fixtures, Finish,

loading, unloading, transporation,

all leads, accessories, all floor, all

levels, all heights etc. complete as

per drawings, specifications &

instruction of Client/EICProviding

& Fixing Street Decor Stone

Fountain Garden as per approved

By engineer In charge

186 6.00 Designing, providing, fixing & 82719.00 Rupees Eighty No.

erection SPIRAL SLIDE for Two Thousand

playground constructed from FRP Seven Hundred

(Fiber Reinforced Plastic) a durable, Nineteen Only

weather-resistant plastic

composite, typically featuring a

winding, spiral shape for a more

exciting descent of approved sizes

and heights, catering to different

age groups and playground spaces.

It shall be designed with safety in

mind, often with rounded edges

and smooth surfaces asr approved

By engineer In charge

187 6.00 Designing, providing, fixing & 63630.00 Rupees Sixty No.

erection JUNGLE GYM having Three

weight about 60-7 KG for Thousand Six

playground constructed from MS Hundred Thirty

pipes or ropes, on which Only

participants can climb, hang, sit,

and—in some configurations—slide

as approved By engineer In charge

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

188 6.00 Designing, providing, fixing & 18180.00 Rupees No.

erection FRP HORSE RIDER with Eighteen

spring rider for children made from Thousand One

Fiber Reinforced Plastic (FRP) and Hundred

iron, shaped like a horse for Eighty Only

outdoor play areas that allow

children to gently rock back and

forth on the horse's spring base,

providing a fun and engaging

physical activity including finished

with bright color in various models

like spring rider, duck rider, and

horse rideras approved By engineer

189 6.00 Designing, providing, fixing & 36360.00 Rupees Thirty No.

erection DOUBLE HORSE SEA- Six Thousand

SAW for playground or play area Three Hundred

device that combines the classic Sixty Only

seesaw with a horse-shaped design

consists of two horse-shaped seats

connected to a central pivot point,

allowing children to rock back and

forth, either on their own or in

pairs, while promoting cooperative

play and development of balance

and coordination. as approved By

engineer In charge

190 4.00 Designing, providing, fixing & 72720.00 Rupees No.

erection 6-seater swing that is Seventy Two

designed to accommodate six Thousand

people at a time for outdoor use in Seven Hundred

gardens, playgrounds, or public Twenty Only

spaces made of metal for durability

and weather resistance, with

options for features like a rust-

proof coating and a rooftop for

shade popular for family gatherings

and events, providing a fun and

social space for multiple people to

enjoy togetheras approved By

engineer In charge

191 1.00 Providing and fixing urinal 1628.53 Rupees One No.

approved quality connecting the Thousand Six

urinal with integral longitudinal Hundred

flush pipe. (A) Squantting Plate Twenty Eight

pattern white earthen ware 550mm And Paise Fifty

X 300 mm Three Only

192 1.00 Providing and Fixing brass 696.90 Rupees Six No.

chromium plated bright finished Hundred

15mm dia. Push Cock specialy Ninety Six And

designed for urinal of approved Paise Ninety

quality and design as directed by Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

193 1.00 Providing and fixing 600 mm. X 859.40 Rupees Eight No.

450 mm. Bevelled edge mirror of Hundred Fifty

superior glass mounted on 6 mm. Nine And Paise

Thick A.C, sheet or plywood sheet Forty Only

and fixed to wooden plugs with C.P.

brass screws and washers.

194 1.00 Providing and fixing C.P. brass 616.42 Rupees Six No.

towel rail complete with C.P. Brass Hundred

brackets fixed to wooden plugs with Sixteen And

C.P. Brass screws. (B) 600 mm x Paise Forty

20 mm size Two Only

195 6.00 Painting Two coat (excluding 99.91 Rupees Ninety Sqm

priming coat) on previously painted Nine And Paise

steel and other metal surfaces with Ninety One

enamel paint brushing to give an Only

even shade including cleaning the

surface of all dirt, dust and other

foreign matter.

196 40.00 MEDIUM BACK revolving & tilting 8181.00 Rupees Eight No.

CHAIR : Providing and supplying Thousand One

Medium back chair for conference Hundred

with M.S frame wrk. Upholstered Eighty One

with changeable fabric upholstery Only

covers(as per requirement) and

molded PU form, togrether with

molded seat & back covers. The

back form should be designed with

contoured lumber support for extra

comfort. Caster of high durability &

hydraulic. The chair should have

cylinder with 5 yearsʼ warranty.

The size of chair 47.5cm x 58cm

(back side) and 49cm x 48cm (seat

size). The PU form should be

molded with density =45 ±

kg/m3. With One piece armrests

are scratch and weather resistant.

The permanent contact

mechanisms is designed with 360⁰

revolving type, with pneumatic

height adjustment & 17⁰ maximum

tilt only & tilt tension adjustment

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

197 10.00 THREE SEATED SOFA : Providing 19089.00 Rupees No.

and supplying sofa. (3 seated) made Nineteen

with using 19mm Thk. Plywood Thousand

(M1) structure frame with S.S. legs Eighty Nine

required necessary support fixed Only

with necessary fixtures and

fastening (Hardware)(M14). It shall

be covered with 32 Density PU

foam(M22) with required Thickness

as per design in seat & back and

handle portion this should be again

covered with 14 mm thick PU

foam(M22) with Madarpat cover on

it & upholstered fabric(M26) or

leather of suggested & approved by

architect finished with seat, back &

all visible side as per architect

drawing. Complete as per

architect's drawing and as per

instruction of architect & engineer

in charge. (Refer drawing))

198 10.00 TWO SEATED SOFA : Providing 12726.00 Rupees Twelve No.

and supplying sofa(2seater) made Thousand

with using 19mm Thk. Plywood Seven Hundred

(M1) structure frame with S.S. legs Twenty Six Only

required necessary support fixed

with necessary fixtures and

fastening (Hardware)(M14). It shall

be covered with 32 Density PU

foam(M22) with required Thickness

as per design in seat & back and

handle portion this should be again

covered with 14 mm thick PU foam

(M22) with Madarpat cover on it &

upholstered fabric(M26) or leather

of suggested & approved by

architect finished with seat, back &

all visible side as per architect

drawing. Complete as per

architect's drawing and as per

instruction of architect & engineer

in charge. (Refer drawing)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

199 20.00 Centre Table/ Corner Table/Tipoi. : 4545.00 Rupees Four No.

Providing and supplying Center Thousand Five

Table/Corner Table/Tipoi with Hundred Forty

Glass top made with 19mm thk. Five Only

plywood finished with 1.0 mm thk.

Decorative laminate sheet

specified and approved by architect

& fixed with necessary fixtures and

fastening (Hardware) inclusive of

approved melamine polishing work.

Top part of center table covered

with 8mm thk. toughened Glass

with polished Edges. Complete as

per architect drawing and as per

instruction of architect & engineer

200 10.00 Key Stand: Size: 60 x 70 cm. 1818.00 Rupees One No.

Features: (a) Convenient way for Thousand

storing keys with door lock. (b) Eight Hundred

Door cover with locking method for Eighteen Only

security purpose with glass ( as per

instruction of architect & engineer

201 15.00 Providing and supplying King Size 54540.00 Rupees Fifty No.

Double Bed of size 2000 x 1800 x Four Thousand

500mm of approved design and Five Hundred

pattern as per detail drawings Forty Only

using Indian teak wood in frame

structure and 19mm thick ply wood

of approved qualiy in frame of box

or box structure, with necessary

other hardware fixtures and

fastening and S.S./ brass legs and

including maress of 100mm thick

super soft "U' foam of approved

make, 2 Nos. of pillow of sandard

size, bedshee, pillow cover of

approved qualiy etc. complete as

directed by Engineer-in-Charge.

202 69.00 Providing & fixing roller type 2090.70 Rupees Two Sqm

window curtains of Marvell / Nova Thousand

or eq. make including same brand Ninety And

channel - chain mechanism, Paise Seventy

synthetic black out fabric of Only

approved colour & design with all

necessary fittings etc. complete as

directed by Engineer-in-Charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

203 10.00 Supply & fixing of Suitable Kitchen 23634.00 Rupees Twenty No.

chimney of standard make like Three

Kutchina, Faber/Ventair (Similar to Thousand Six

Kutchina Model Stanza SS, Size Hundred Thirty

600mm, suction 1000 CuM with Four Only

exhaust hood as per specifications

or equivalent with motor having

minimum one year warranty and

First year 3 free services & spares

warranty except for bulbs. Item

should be approved by Engineer-in-

204 10.00 Providing and Fixing Decorative 28179.00 Rupees Twenty No.

Swing (Hinchako) of approved Eight

design incl. Sofa Type seating Thousand One

arrangement for 3 person, roof Hundred

covering with approved design FRP Seventy Nine

sheet and M.S. Framing, Standard Only

quality legs made out of M.s. round

pipe, applying one coat of metal

primer and two coats of oil painting

of approved shade etc complete as

per photograph provided and

approved and directed by Engineer-

205 10.00 Providing and Supplying DINING 81810.00 Rupees Eighty No.

TABLE made with using 19mm One Thousand

thick Plywood finished with 4mm Eight Hundred

thick Veneer with necessary Ten Only

fixtures and fastening inclusive of

approved melamine polishing work.

Top of Dining Table shall be partial

covered with 12 mm thick

toughened glass with polished

edges or 18 to 25 mm thick Italian

marble or with required polishing

work on top and all side edges etc.

complete as per architect's drawing

as per instruction of architect &

engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

206 40.00 Providing and Supplying DINING 8181.00 Rupees Eight No.

CHAIR) made with using Kiln dried Thousand One

and treated fine quality C.P. Hundred

Teakwood structure fixed with Eighty One

necessary fixtures and fastening Only

inclusive of approved melamine

polishing work. Seat and Back rest

part is to be covered with

Density PU foam of required

thickness as per design and

covered with upholstered fabric of

suggested shade and finish as per

architect drawing.etc. complete as

per architect's drawing as per

architect & engineer in charge.

207 434.00 Providing and fixing eco-friendly 1674.15 Rupees One Sqm

light weight calcium silicate false Thousand Six

ceiling tiles having Tegular edge & Hundred

15 mm Thick Densified edges on Seventy Four

the Tile Periphery for Extra And Paise

Strength The Light weight calcium Fifteen Only

silicate ceiling tiles shall have

light reflection 85% non-

combustible as per B.S. 476 part

IV, 100% humidity resistance and

also having thermal

conductivity0.043° w/m KC.for the

best thermal Insulation . The Light

weight calcium Silicate tile shall be

of approved texture Fine fissured/

Spintone/Cosmos having NRC

value of 0.5 & Globe having NRC

value of 0.75 NRC or equivalent of

size 595 X 595 mm to be laid on

true horizontal level suspended

inter locking metal grid of hot

dipped galvanized steel sections

(galvanizing @120 grams per sqm

including both side) consisting of

main ‘T’ runner suitably spaced at

joints to get required length and

size of 24X38mm made from

mm thick (minimum) sheet,

1200mm centre to centre, and

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

208 32.00 Providing and fixing Dry Planters 6363.00 Rupees Six No.

Boxes of avg. size 750x600x600(H); Thousand

having Inner GI box core fixed Three Hundred

within outer shell of FIRESAFE IS: Sixty Three

5509 ply boxing with avg. 1.0 mm Only

thick selected laminate finish,

lipping at edges and sides with by

PU polished teak wood sections.

Item to be inclusive of all

accessories, fixing implements,

materials, finished, installed,

cleaned etc complete to the

satisfaction of Engineer-in-charge.

209 10.00 Providing and Fixing Dressing Stool 5454.00 Rupees Five No.

as per drawing to be made from Thousand Four

19mm thick Plywood finished with Hundred Fifty

4mm thick Veneer, 100mm thick Four Only

PU foam of required density to be

upholstered with selected shade of

fabric and four Nylon rollers of

desire capacity at bottom etc.

complete as per architect's drawing

as per instruction of architect &

engineer in charge.

210 98.00 Providing and Fixing TV unit with 10982.45 Rupees Ten Sqm

drawer, backside paneling and Thousand Nine

luggage rack made with using Hundred

19mm thick Plywood finished with Eighty Two And

6mm thick Veneer with necessary Paise Forty

fixtures and fastening inclusive of Five Only

approved melamine polishing work.

Providing 3 Drawers inside finished

with 0.80 mm thick liner laminates

with telescopic relloer channels

and handle. All exposed edges shall

be covered with 8mm thick teak

wood beading patti finished with

approved melamine polishing work.

S.S. 304 ( matt finished ) strips

10mm x 5 mm of size fixed on TV

unit platform for luggage purpose

with necessary fixtures and

fastening. Backside wall paneling

made with using 19mm thick

approved decorative wallpaper and

4mm thick Veneerwith necessary

fixtures and fastening inclusive of

approved melamine polishing work

etc. complete as per architect's

drawing as per instruction of

architect & engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

211 10.00 Providing and Supplying Center 10908.00 Rupees Ten No.

Table with Glass Top work made Thousand Nine

with using Kiln dried and treated Hundred Eight

fine quality C.P. Teakwood & 19mm Only

thick Plywood finished with 4mm

thick Veneer with necessary

fixtures and fastening inclusive of

approved melamine polishing work.

Top part of center table shall be

covered with 8mm thick Toughened

Glass with polished edge etc.

complete as per architect's drawing

as per instruction of architect &

engineer in charge. { Size 1200mm

212 10.00 Providing and Supplying CORNER 8181.00 Rupees Eight No.

Table with Glass Top work made Thousand One

with using Kiln dried and treated Hundred

fine quality C.P. Teakwood & 19mm Eighty One

thick Plywood finished with 4mm Only

thick Veneer with necessary

fixtures and fastening inclusive of

approved melamine polishing work.

Top part of center table shall be

covered with 8mm thick Toughened

Glass with polished edge etc.

complete as per architect's drawing

as per instruction of architect &

engineer in charge. { Size 560mm

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

213 308.00 Providing and Fixing 18 mm thick 16581.19 Rupees Sixteen Sqm

Plywood SHUTTER for Cupboard or Thousand Five

Below platform shutter using Hundred

18mm thick plywood covered with Eighty One

1.00 mm thick laminates both side. And Paise

Exposed face should be covered Nineteen Only

with 6.00 mm thick VENEER of

approved quality and pattern,

colour, texture the rest of the

inside surfaces, shelves etc. shall

be finished with 0.80 mm thick

white laminates of approved make,

wooden framing shall be used

including alround framing of

mm X 12 mm teak wood member at

all borders and in the centre where

ever, all the sides of the shutter

should be covered with teakwood

battens and provided with

necessary framing, best quality SS

channels for sliding, SS finished

hinges, hadles, megnet, deadlock

etc. as approved and directed by

214 65.00 Providing, making & supplying 24193.94 Rupees Twenty Sqm

wooden cup boards/ wardrobe of Four Thousand

required size and design as per One Hundred

detail drawing using 18 mm thick Ninety Three

BWP grade ply wood of IS 710 of And Paise

approved brand in top, side, front, Ninety Four

shutter, internal selves and Only

support, covered with 6.00 mm

thick VENEER of approved make,

pattern, colour, texture and teak

wood/ white beach batten, the rest

of the inside surfaces, shelves,

back and the top shall be finished

with 1 mm laminates of approved

make & pattern, wooden framing

shall be used wherever necessary

with all steel finish brass hardware

fittings i.e. handles, locks, magnet,

auto stoppers, hinges, channels,

fasteners, 3 coats of melamine

polish on wooden part, drawers

with SS sliding channels etc.

complete as per detail drawings aas

directed by Engineer-in-Charge.

(Note: For payment width and

Height will be measured)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

215 2.00 Supply Installing Testing & 46308.50 Rupees Forty Set

Commissioning of 7.50 HP Six Thousand

Monobloc pump 3 phase 400/440 Three Hundred

volt, 545 LPM Discharge, 24 meter Eight And

head, 50 Hz AC Supply & 2800 Paise Fifty Only

RPM as per IS 9079 at

departmental stores with following

MOC: Casing: CI-FG260, Impeller:

Bronze & Shaft: SS:410 including

all requirede fittings, rubber ring,

flange, nuts, bolts and labour etc

complete as directed and certified

by Engineer in charge.

216 96.00 Supply Installing Testing & 3136.05 Rupees Three Mtr

Commissioning of 100 Dia. G.I. Thousand One

Pipe Class C, ISI Marked, Supply Hundred Thirty

Fabrication ( Including civil work Six And Paise

like making hole, soil remove etc.) Five Only

Installation, painting, Fitting ( i.e

Elbows, Tee, Reducer Coupling

Flanges, Nipple etc.) with proper

supports including structural and

civil costructed, Nut, Bolt and

washer, Gasket, Fabricated piping

with fitting must be Tested for any

leakage and Hydraulically tested at

15kg/sqcm and it must be satisfied

and certified by Engineer in charge.

217 64.00 Supply Installing Testing & 1777.10 Rupees One Mtr

Commissioning of 50 Dia. G.I. Pipe Thousand

Class C, ISI Marked, Supply Seven Hundred

Fabrication ( Including civil work Seventy Seven

like making hole, soil remove etc.) And Paise Ten

Installation, painting, Fitting ( i.e Only

Elbows, Tee, Reducer Coupling

Flanges, Nipple etc.) with proper

supports including structural and

civil costructed, Nut, Bolt and

washer, Gasket, Fabricated piping

with fitting must be Tested for any

leakage and Hydraulically tested at

15kg/sqcm and it must be satisfied

and certified by Engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

218 7.25 Supply Installing Testing & 731.75 Rupees Seven Mtr

Commissioning of 25 Dia. G.I. Pipe Hundred Thirty

Class C, ISI Marked, Supply One And Paise

Fabrication ( Including civil work Seventy Five

like making hole, soil remove etc.) Only

Installation, painting, Fitting ( i.e

Elbows, Tee, Reducer Coupling

Flanges, Nipple etc.) with proper

supports including structural and

civil costructed, Nut, Bolt and

washer, Gasket, Fabricated piping

with fitting must be Tested for any

leakage and Hydraulically tested at

15kg/sqcm and it must be satisfied

and certified by Engineer in charge.

219 12.00 Supply Installing Testing & 551.71 Rupees Five No.

Commissioning of SS SPRINKLER Hundred Fifty

suitable for 25mm dia MS pipe One And Paise

including necessary stainless steel Seventy One

spindal, Gasket, Nut Bolts, etc. Only

necessary complete.

220 6.00 Supply Installing Testing & 5226.75 Rupees Five No.

Commissioning of 100mm Dia Thousand Two

Double Flanged ISI-Mark C.I Sluice Hundred

/ Butterfly Valve with gun metal / Twenty Six And

SS working part,stainless steel Paise Seventy

spindal, Gasket, Nut Bolts, etc. Five Only

necessary complete.

221 6.00 Supply Installing Testing & 11673.08 Rupees Eleven No.

Commissioning of 100mm Dia Thousand Six

Double Flanged ISI-Mark C.I Non- Hundred

Return Valve with Gasket, Nut- Seventy Three

Bolts, etc necessary And Paise

222 4.00 Supply Installing Testing & Eight Only

11673.08 Rupees Eleven No.

Commissioning of 100mm Dia ISI- Thousand Six

Mark C.I Non-Return Valve with Hundred

gun metal / SS working Seventy Three

part,stainless steel spindal, And Paise

Gasket, Nut Bolts, etc. necessary Eight Only

223 4.00 Supply Installing Testing 15157.58 Rupees Fifteen No.

Commissioning of 100mm dia "Y" Thousand One

Type Stainer ISI-Mark with Hundred Fifty

Gasket,Nut Bolts, etc .necessary Seven And

complete. Paise Fifty

224 20.00 Supply Installing Testing & 1858.40 Eight Only

Commissioning of 25mm Dia ISI- Thousand

Mark C.I Ball Valve with gun metal Eight Hundred

/ SS working part,stainless steel Fifty Eight And

spindal, Gasket, Nut Bolts, etc. Paise Forty

necessary complete. Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

225 6.00 25mm Dia Air Valve for Riseing 2555.30 Rupees Two No.

Main Line. For Air Release Thousand Five

Including supply, Installing, Testing Hundred Fifty

And Commissioning etc. complete. Five And Paise

226 6.00 Supply Installing Testing & 1916.48 Rupees One No.

Commissioning of Pressure Guage Thousand Nine

100mm Dia. 1 % Accuracy Direct Hundred

Bottom 3/8” BSP connection In Sixteen And

Brass Socket & Range 0 to 16 Paise Forty

Kg/Cm2 etc necessary Eight Only

227 14.00 Supplying, Installing, testing & 6910.93 Rupees Six No.

Commissioning of 63mm SS Single Thousand Nine

control type HYDRANT VALVE as Hundred Ten

per IS: 5290 with ISI marked 75 And Paise

mm inlet and 63mm female Ninety Three

instantaneous coupling, rubber Only

washer, flange, Gasket nut-bolts

and cast iron hand wheel operation

with close and open direction as

228 14.00 Supply Installing Testing & 2381.08 Rupees Two No.

Commissioning of 63mm S.S. Thousand

BRANCH PIPE / SHORT BRANCH ( Three Hundred

ISI Marked ) of standard length Eighty One

with 20mm bore hexagonal nozzle And Paise

as per IS:903 with necessary joints Eight Only

229 14.00 Supply Installing Testing & 5981.73 Rupees Five No.

Commissioning of Hose CABINET Thousand Nine

made out ouf M.S. sheet to Hundred

accommodate 1 sets of hose of 15 Eighty One

Mtr. length Hose Pipe &1 No. of And Paise

Branch Pipe with Nozzle, with Seventy Three

necessary fabrication support and Only

joints and hinged door with 3mm

glass and lock including painted to

scarlet red colour & mounted to

wall with proper stand/hanger etc

230 14.00 Providing and fixing 63mm Pyroline 8362.80 Rupees Eight No.

FIRE HOSE of approved brand Thousand

conforming to IS: 636 Type B Three Hundred

having crushing pressure of 37.20 Sixty Two And

kg/cm2 of ISI marked of 15 mtr Paise Eighty

length fitting with necessary S.S Only

63mm delivery hose coupling as IS:

903 with ISI mark binded with