name of work:- construction of front block 100 … · charge. all works upto plinth level a...

S.l.

NoDESCRIPTION OF ITEM

S.O.R.

01.08.13QUANTITY UNIT RATES AMOUNT

1 2 3 4 5 6 7

1

Earth work in Excavation in

trenches for foundation pipes

cable etc in ordinary soil(Loan

clay or sand) including lift upto

1.5 m. lead upto 50m and

dressing of sides and

rammings of bottom and

disposal of surplus exdavated

earth as directed by the

engineer i/c within a lead of

50m. .

251 303.20 m³

2

Providing and laying in cement

concrete 1:4:8 ( 1 cement: 4

Course Sand : 8 graded Stone

Ballast aggregate 40mm.

Nominal size) and curing

complete including cost of

formwork in foundation and

floors.

281 39.06 m³

3

Providing and laying in position

machine batched and machine

mixed M-25 grade concrete for

reinforced cement concrete

work, using cement content as

per approved

design mix,


work, including pumping of

conc. to site of laying ,

excluding the cost of centering,

shuttering

finishing and reinforcement,

including cost of admixtures in

recommended

proportions as per IS : 9103 to

accelerate/ retard setting of

concrete,

improve workability without

impairing strength and

durability as per

direction of the Engineer - in -

charge. All works upto plinth

level

A Foundation 5 382.27 m³

BILL OF QUANTITY ( FOUNDATIONS)

Name of work:- CONSTRUCTION OF FRONT BLOCK 100 BEDDED MCH AT QUEEN MARY

HOSPITAL LUCKNOW.

S.l.


S.O.R.


1 2 3 4 5 6 7



HOSPITAL LUCKNOW.

4

Boring, Providing and installing

cast in situ single under reamed

piles of specified diameter and

length below pile cap in M-25

cement

concrete, to carry a safe working

load not less than specified,

excluding the cost of steel

reinforcement but including the

cost of

boring with bentonite solution

and the length of the pile to be

embedded in pile cap etc. all

complete. (Length of pile for

payment

shall be measured upto to the

bottom of pile cap) :

A400 mm dia piles

DSR

20.3.21850.00 RMT

5

Vertical load testing of piles in

accordance with IS 2911 (Part

IV)

including installation of loading

platform and preparation of

pile head

or construction of test cap and

dismantling of test cap after

test etc.

complete as per specification &

the direction of Engineer in-

charge.Single pile upto 50 tonne

capacity

a Initial test 20.6.1.1 1.00 No.

b Routine test 20.6.1.2 1.00 No.

S.l.


S.O.R.


1 2 3 4 5 6 7



HOSPITAL LUCKNOW.

6

Miled Steel or iron in plain work

such as in reinforced concrete or

reinforced brick work (When not

Including in overall rates)

wrought to required shape as

necessary including dending for

proper completion of the work

and including supply of steel its

wastage. Bend hooks and

authorized overlapping shall be

measured.

504 423.76 Qtl

7

Centering and shuttering

including strutting, propping

etc. and removal

of form for :

A

Foundations, footings, bases of

columns, etc. for mass

concrete

5.9.1 467.76 m²

B

Walls (any thickness) including

attached pilasters, butteresses,

plinth and string courses etc.

5.9.2 236.59 m²

C

Lintels, beams, plinth beams,

girders, bressumers and

cantilevers

5.9.5 798.42 m²

DColumns, Pillars, Piers,

Abutments, Posts and Struts5.9.6 47.52 m²

S.L.

NoDescription of Work No L B H/D

1 2 3 4 5 6

1

Earth work in Excavation in trenches for

foundation pipes cable etc in ordinary

soil(Loan clay or sand) including lift upto

1.5 m. lead upto 50m and dressing of

sides and rammings of bottom and

disposal of surplus exdavated earth as

directed by the engineer i/c within a lead

of 50m. .

Pile Cap 7 2.30 2.80 1.20 54.10

Pile Cap 20 1.70 2.40 1.20 97.92

Pile Cap 5 3.90 1.70 1.20 39.78

Pile Cap 1 3.90 3.50 1.20 16.38

Pile Cap 11 2.40 2.20 1.20 69.70

Lift Well (P. Lift) 1 3.30 3.00 1.20 11.88

H Lift 1 3.80 2.95 1.20 13.45

303.20 m³

2

Providing and laying in cement concrete

1:4:8 ( 1 cement: 4 Course Sand : 8

graded Stone Ballast aggregate 40mm.

Nominal size) and curing complete

including cost of formwork in foundation

and floors.

Pile Cap 7 2.30 2.80 0.10 4.51

Pile Cap 20 1.70 2.40 0.10 8.16

Pile Cap 5 3.90 1.70 0.10 3.32

Pile Cap 1 3.90 3.50 0.10 1.37

Pile Cap 11 2.40 2.20 0.10 5.81

Lift Well (P. Lift) 1 3.10 3.00 0.10 0.93

H Lift 1 3.60 2.95 0.10 1.06

Tie Beam 1 397.41 0.35 0.10 13.91

39.06 m³

Name of work:- CONSTRUCTION OF 100 BEDDED MCH FRONT BLOCK AT

QUEEN MARY HOSPITAL LUCKNOW.

Detail of measurements FOUNDATIONS

Quantity

7

3

Providing and laying in position ready


reinforced cement concrete work, using

cement content as per approved

design mix, manufactured in fully

automatic batching plant and

transported to site of work in transit mixer

for all leads, having continuous

agitated mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work,

including pumping of R.M.C. from

transit mixer to site of laying , excluding

the cost of centering, shuttering

finishing and reinforcement, including cost

of admixtures in recommended

proportions as per IS : 9103 to accelerate/

retard setting of concrete,

improve workability without impairing

strength and durability as per

direction of the Engineer - in - charge. All

works upto plinth level

A Foundation

Pile Cap 7 2.30 2.80 1.00 45.08

Pile Cap 20 1.70 2.40 0.85 69.36

Pile Cap 5 3.90 1.70 1.40 46.41

Pile Cap 1 3.90 3.50 1.05 14.33

Pile Cap 11 2.40 2.20 0.85 49.37

44 0.90 0.80 0.50 15.84

Lift Well (P. Lift) 1 3.10 3.00 0.30 2.79

2 3.10 0.30 5.00 9.30

2 2.40 0.30 5.00 7.20

H Lift 1 3.60 2.95 0.30 3.19

2 3.60 0.30 5.00 10.80

2 2.35 0.30 5.00 7.05

Tie Beam 1 397.41 0.25 0.25 24.84

Column 44 0.30 0.60 0.60 4.75

Plinth Beam 2 5.33 0.30 0.60 1.92

2 3.34 0.30 0.60 1.20

1 3.50 0.30 0.60 0.63

1 8.25 0.30 0.60 1.49

3 4.58 0.30 0.60 2.47

2 4.82 0.30 0.60 1.74

10 8.40 0.30 0.60 15.12

13 5.40 0.30 0.60 12.64

1 2.31 0.30 0.60 0.42

4 4.07 0.30 0.60 2.93

2 3.75 0.30 0.60 1.35

1 2.26 0.30 0.60 0.41

5 2.35 0.30 0.60 2.12

4 2.97 0.30 0.60 2.14

24 5.70 0.30 0.60 24.62

1 4.36 0.30 0.60 0.78

382.27 m³

4

Boring, Providing and installing cast in situ

single under reamed

piles of specified diameter and length below

pile cap in M-25 cement

concrete, to carry a safe working load not less

than specified,

excluding the cost of steel reinforcement but

including the cost of

boring with bentonite solution and the length

of the pile to be

embedded in pile cap etc. all complete.

(Length of pile for payment

shall be measured upto to the bottom of pile

cap) :

A 400 mm dia piles

185 10.00 0.00 1850.00 Rmt

5

Vertical load testing of piles in accordance

with IS 2911 (Part IV)

including installation of loading platform

and preparation of pile head

or construction of test cap and

dismantling of test cap after test etc.

complete as per specification & the

direction of Engineer in-charge.Single pile upto 50 tonne capacity

I Initial test 1 0.00 0.00 0.00 1.00 No.

II Routine test 1 0.00 0.00 0.00 1.00 No.

6

Miled Steel or iron in plain work such as in

reinforced concrete or reinforced brick work

(When not Including in overall rates) wrought

to required shape as necessary including

dending for proper completion of the work

and including supply of steel its wastage. Bend

hooks and authorized overlapping shall be

measured.

A Pile 12mm 185 6 10.50 0.00 11655.00

8mm 185 35 0.78 0.00 5050.50

1 11655.00 0.89 0.00 10372.95

1 5050.50 0.40 0.00 1994.95

12367.90 kg

123.68 Qtl

B Pile Cap, , Lift Well, Tai Beam 382.27

382.27 0.01 78.50 300.08 Qtl

Total (A+B) 423.76 Qtl

7

Centering and shuttering including

strutting, propping etc. and removal

of form for :

A Pile Cap 14 2.30 0.00 1.00 32.20

14 2.80 0.00 1.00 39.20

Pile Cap 40 1.70 0.00 0.85 57.80

40 2.40 0.00 0.85 81.60

Pile Cap 10 3.90 0.00 1.40 54.60

10 1.70 0.00 1.40 23.80

Pile Cap 2 3.90 0.00 1.05 8.19

2 3.50 0.00 1.05 7.35

Pile Cap 22 2.40 0.00 0.85 44.88

22 2.20 0.00 0.85 41.14

88 0.90 0.00 0.50 39.60

88 0.85 0.00 0.50 37.40

467.76 m²

B Lift Well (P. Lift) 2 3.10 0.00 0.30 1.86

2 3.00 0.00 0.30 1.80

4 3.10 0.00 5.00 62.00

4 2.40 0.00 5.00 48.00

H Lift 2 3.60 0.00 0.30 2.16

2 2.95 0.00 0.30 1.77

4 3.60 0.00 5.00 72.00

4 2.35 0.00 5.00 47.00

236.59 m²

C Tie Beam 2 397.41 0.00 0.25 198.71

Plinth Beam 4 5.33 0.00 0.60 12.79

2 5.33 0.00 0.30 3.20

4 3.34 0.00 0.60 8.02

2 3.34 0.00 0.30 2.00

2 3.50 0.00 0.60 4.20

1 3.50 0.00 0.30 1.05

2 8.25 0.00 0.60 9.90

1 8.25 0.00 0.30 2.48

6 4.58 0.00 0.60 16.49

3 4.58 0.00 0.30 4.12

4 4.82 0.00 0.60 11.57

2 4.82 0.00 0.30 2.89

20 8.40 0.00 0.60 100.80

10 8.40 0.00 0.30 25.20

26 5.40 0.00 0.60 84.24

13 5.40 0.00 0.30 21.06

2 2.31 0.00 0.60 2.77

1 2.31 0.00 0.30 0.69

8 4.07 0.00 0.60 19.54

4 4.07 0.00 0.30 4.88

4 3.75 0.00 0.60 9.00

2 3.75 0.00 0.30 2.25

2 2.26 0.00 0.60 2.71

1 2.26 0.00 0.30 0.68

10 2.35 0.00 0.60 14.10

5 2.35 0.00 0.30 3.53

8 2.97 0.00 0.60 14.26

4 2.97 0.00 0.30 3.56

48 5.70 0.00 0.60 164.16

24 5.70 0.00 0.30 41.04

2 4.36 0.00 0.60 5.23

1 4.36 0.00 0.30 1.31

798.42 m²

D Column 88 0.30 0.00 0.60 15.84

88 0.60 0.00 0.60 31.68

47.52 m²

S.No. Description Amount

1.00 SANITARY INSTALLATION Rs.

2.00 SOIL WASTE AND RAIN WATER PIPES Rs.

3.00 WATER SUPPLY Rs.

4.00 DRAINAGE AND SEWERAGE Rs.

5.00 NON SCHEDULE ITEMS Rs.

6.00 HARVESTING WELL Rs.

TOTAL Rs.

Note : The Estimated cost does not include of following cost:

1. Water treatment, pumps and piping inside pump room etc.

2. Sewerage Treatment Plant.

3. Solar Hot Water System

4. Development of tubewell and underground water tank pump

etc. and Harvesting wells.

5 Quantities for external works are tentative as these will

onnect to existing service.

PLUMBING BOQ FOR BACK BLOCK, QUEEN MARRY HOSPITAL, LUCKNOW

SUMMARY

S.No. DESCRIPTION OF ITEMS Qty. Unit Rate Amount

1.00 DSR'13

Code

SUBHEAD I : SANITARY INSTALLATION

(Based on DSR 2013)

1.01 17.1 Providing and fixing water closet squatting pan (Indian type W.C.

pan) with 100mm sand cast Iron P or S trap, 10 litre low level

white P.V.C. flushing cistern, including flush pipe, with manually

controlled device (handle lever) conforming to IS : 7231, with all

fittings and fixtures complete including cutting and making good

the walls and floors wherever required :

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

580x440mm with integral type foot rests. 9 each

1.02 17.3 Providing and fixing white vitreous china pedestal type water

closet (European type) with seat and lid, 10 litre low level white

vitreous china flushing cistern & C.P. flush bend with fittings &

C.I.brackets, 40mm flush bend, overflow arrangement with

specials of standard make and mosquito proof coupling of

approved municipal design complete including painting of fittings

and brackets, cutting and making good the walls and floors

wherever required :

a) 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. 30 each

1.03 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink

as per IS 13983 with C.I. brackets and stainless steel plug 40

mm including painting of fittings and brackets, cutting and

making good the walls wherever required :

a) 17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250mm. 11 each

1.04 17.31 Providing and fixing 600x450 mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm thick

hard board ground fixed to wooden cleats with C.P. brass screws

and washers complete.52 each

1.05 17.34 Providing and fixing toilet paper holder :

a) 17.34.2 Vitreous China 30 each

2.00 SUBHEAD II : SOIL WASTE AND RAIN WATER PIPE :

2.01 17.60 Providing and fixing trap of self cleansing design with screwed

down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors :

a) 17.60.1 100 mm inlet and 100 mm outlet

17.60.1.1 Sand cast iron S&S as per IS: 3989. 85 each

TOTAL OF SUB HEAD II CARRIED OVER TO SUMMARY : Rs.

TOTAL OF SUB HEAD I CARRIED OVER TO SUMMARY : Rs.


3.00 SUBHEAD III : WATER SUPPLY

3.01 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes,having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, including fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent cement and testing

of joints complete as per direction of Engineer in Charge.

Internal work - Exposed on wall a) 18.7.2 20 mm nominal bore 25 Mtr

b) 18.7.3 25 mm nominal bore 50 Mtr

c) 18.7.4 32 mm nominal bore 60 Mtr

d) 18.7.5 40 mm nominal bore 25 Mtr

e) 18.7.6 50 mm nominal bore 75 Mtr

3.02 18..8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, i/c fixing the

pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent cement and the cost

of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the

walls etc.

a) 18.8.1 15 mm nominal bore 675 Mtr





pipes, having thermal stability for hot & cold water supply

including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement

,trenching ,refilling & testing of joints complete as per direction of

Engineer in Charge.

External worka) 18.9.6 50 mm nominal bore 50 Mtr

3.04 18.13 Making connection of G. I. distribution branch with G.I. main of

following sizes by providing and fixing tee, including cutting and

threading the pipe etc. complete :

18013.2 50 to 80 mm nominal bore 1 each

3.05 18.16 Providing and fixing brass stop cock of approved quality :

a) 18.16.2 20 mm nominal bore 2 each

3.06 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) :


b) 18.17.2 32 mm nominal bore. 4 each

c) 18.17.3 40 mm nominal bore 3 each

d) 18.17.4 50 mm nominal bore 3 each

e) 18.17.5 65 mm nominal bore 2 each

f) 18.17.6 80 mm nominal bore 5 each

3.07 18.18 Providing and fixing ball valve (brass) of approved quality, High

or low pressure, with plastic floats complete :


3.08 18.19 Providing and fixing gun metal non- return valve of approved

quality (screwed end) :


a) 18.19.6 80 mm nominal bore

18.19.6.1 Horizontal 4 each

3.09 18.21 Providing and fixing uplasticised PVC connection pipe with brass

unions :

a) 18.21.1 30 cm length

18.21.1.1 15 mm nominal bore 285 each

3.10 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm

inlet :

18.22.2 150 mm diameter 27 each

3.11 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice

valve, with C.I. surface box 100mm. top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and

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

stone aggregate 20mm nominal size ) , i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design :

a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5. 1 each

3.12 18.51 Providing and fixing C.P. brass long body bib cock of approved

quality conforming to IS standards and weighing not less than

690 gms.


3.13 18.52 Providing and fixing C.P. brass stop cock (concealed) of

standard design and of approved make conforming to IS:8931.

a) 18.52.1 15mm nominal bore 54 each

3.14 18.53 Providing and fixing C.P. brass angle valve for basin mixer and

geyser points of approved quality conforming to IS:8931 a) 15

mm nominal bore


4.00 SUB HEAD IV : DRAINAGE AND SEWERAGE

4.01 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator)/ manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan) including dressing

of sides and ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50 m.

a) 2.8.1 All kinds of soil. 250 cum

4.02 2.10 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming

of bottoms, depth upto 1.5 m including getting out the excavated

soil, and then returning the soil as required, in layers not

exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a lead of 50 m :

a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

mm dia. 340 Mtr

TOTAL OF SUB HEAD III CARRIED OVER TO SUMMARY : Rs.


4.03 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of

soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is

over corresponding basic item for depth upto 1.5 metre).

a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

mm dia. 40 Mtr

4.04 2.25 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m.

75 cum

4.05 2.26 Extra for every additional lift of 1.5 m or part thereof in

excavation /banking excavated or stacked materials.


4.06 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1

with stiff mixture of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of joints etc. complete :

a) 19.1.1 100 mm diameter 15 Mtr

b) 19.1.3 200 mm diameter 150 Mtr

4.07 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5

coarse sand : 10 graded stone aggregate 40 mm nominal size)

all-round S.W. pipes including bed concrete as per standard

design:

a) 19.2.1 100 mm diameter S.W. pipe 15 Mtr

b) 19.2.3 200 mm diameter S.W. pipe 150 Mtr

c) 19.2.4 250 mm diameter S.W. pipe 25 Mtr

d) 300 mm diameter RCC pipe 150 Mtr

4.08 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water

tight C.I. cover with frame of 300 x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not

less than 2.70 kg as per standard design :

a) 19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 15 each

4.09 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.

pipes with collars jointed with stiff mixture of cement mortar in

the proportion of 1:2 (1 cement : 2 fine sand) including testing of

joints etc. complete :

a) 19.6.3 250 mm dia. R.C.C. pipe 25 Mtr

b) 19.6.4 300 mm dia. R.C.C. pipe 150 Mtr

4.10 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), foundation concrete 1:4:8 mix (1 cement : 4

coarse sand : 8 graded stone aggregate 40mm nominal size),

inside plastering 12mm thick with cement mortar 1:3 (1 cement :

3 coarse sand) finished with floating coat of neat cement and

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

sand : 4 graded stone aggregate 20mm nominal size) finished

with a floating coat of neat cement complete as per standard

design :

a) 19.7.2 Inside size 120x90 cm and 90 cm deep including polycrete cover

with frame (medium duty) 500 mm internal diameter and fixing in

cement concrete top slab complete in all respects.




4.11 19.8 Extra for depth for manholes

a) 19.8.2 Size 120x90 cm


designation 7.5 5 Mtr

4.12 19.9 Constructing brick masonry circular type manhole 0.91m internal

dia at bottom and 0.56m dia at top in cement mortar 1:4 (1

cement :4 coarse sand), in side cement plaster 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished with a

floating coat of neat cement, foundation concrete 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 40mm

nominal size), and making necessary channel in cement

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

aggregate 20mm nominal size) finished with a floating coat of

neat cement, all complete as per standard design :

a) 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20

grade designation) 560mm internal diameterconforming to I.S.

12592, total weight of cover and frame to be not less than

182kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand

: 4 graded stone aggregate 20 mmnominal size) including

centering, shuttering all complete.(Excavation, foot rests and

12mm thick cement plaster atthe external surface shall be paid

for separately) :



4.13 19.10 Extra depth for circular type manhole 0.91m internal dia (at

bottom) beyond 0.91m to 1.67m

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class


4.14 19.11 Constructing brick masonry circular manhole 1.22m internal dia

at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement

:4 coarse sand) inside cement plaster 12mm thick with cement

mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat

of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 40mm nominal size) and

making necessary channel in cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20mm nominal size)

finished with a floating coat of neat cement, all complete as per

standard design :

a) 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD20

grade designation) 560mm internal diameter conforming to I.S.

12592, total weight of cover and frame to be not less than 182kg.

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

graded stone aggregate 20mm nominal size) including centering,

shuttering all complete. (Excavation, foot rests and 12 mm thick

cement plaster at the external surface shall be paid for

separately) :




bottom) beyond 1.68 m to 2.29 m :

a) 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class



4.16 19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910 on 12mm dia steel bar

conforming to IS : 1786 having minimum cross section as 23

mmx25mm and over all minimum length 263 mm and width as

165mm with minimum 112 mm space between protruded legs

having 2 mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with

stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification

mark to be visible even after fixing, including fixing in manholes

with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3


complete as per design.

90 each

4.17 19.21 Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with

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

stone aggregate 20 mm nominal size) cement plastered on both

sides with cement mortar 1:3 (1 cement : 3 coarse sand),

finished with a floating coat of neat cement and making

necessary channels for the drain etc. complete :

a) 19.21.2 For pipes 250 to 300 mm diameter 4 each

4.18 19.23 Extra for depths beyond 60 cm of sand cast iron drop connection

complete :

19.23.1 For 100 mm dia sand cast iron drop connection 2 mtr

4.19 19.27 Constructing brick masonry road gully chamber 50x45x60 cm

withbricks in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450 mm polycrete horizontal grating with frame

complete asper standard design :



5.00 SUB HEAD IV : NON SCHEDULE ITEMS

5.01 MR Providing and fixing centrifugal cast iron, soil, waste and vent

pipes including all fittings (plain or access door) (NECO make

confriming to IS 3989 : 1984 or approved equivalent make) e.g.

bends, junctions, cowls, offsets, access pieces etc., jointing with

dripseal joints as per drawing, fixed with C.I clamps(NECO make

confirming to IS 1729 or approved equivalent make) fixed in

cement concrete blocks of size 10x10x10cms in 1:2:4 mix (1

cement : 2 coarse sand : 4 stone aggregate 20 mm nominal

size) including cutting holes in wall/floors and making good

wherever required complete as directed by Engineer in charge.

Note: The length of soil, waste and vent pipes will be measured

along centre line of pipe and fitting including joints, nothing extra

will be payable for any kind of fittings, clamps, dripseal and

jointing.

a) 100 mm dia. 825 Mtr

b) 150 mm dia. 25 Mtr

TOTAL OF SUB HEAD IV CARRIED OVER TO SUMMARY : Rs.


5.02 MR Providing and fixing white vitreous china wash basin with 32

mm dia CP brass waste , 32mm C.P. cast brass bottle trap and

pipe to wall with C.P. brass wall flange and rubber adopter for

waste connection, CI/MS brackets with painting, including cutting

and making good the walls where required complete as directed

by Engineer in charge.

a) White vitreous china flat back wash basin size 550x400 mm

with 15 mm dia C.P. brass single hole mixer. 48 each







a) White vitreous china under counter oval wash basin size

560x410 mm with 15 mm dia C.P. brass single hole mixer. 4 each

5.04 MR Providing and fixing C.P. brass towel rail 600x200 mm size with

S.S. screws wooden cleats including necessary fittings cutting

holes in wall and making good the wall wherever required

complete in all respects. 39 each

5.05 MR Providing and fixing Hospital bed pan sink with P trap, size 600 x

450 mm with 10 litres C.I. High level flushing cistern flush pipe,

C.I./M.S. bracket painting with 3 coats of white paint complete

with accessories, C.P. brass fittings with vertical jet horizontal

spray complete with control cocks. 2 each

5.06 MR Providing and fixing, testing and commissioning of storage type

water heater (Geyser) etc. with automatic thermostatic control

electric element, pressure release valve, M.S. nuts and bolts etc.

conforming to IS: 2082, including cutting holes & making good

the wall wherever required complete in all respects.

a) 25 Litres 16 each

b) 35 Litres 27 each

5.07 MR Providing and fixing G.I. (heavy class) waste pipes (Jindal Hissar

make or approved equivalent make) conforming to IS: 1239 and

fittings (Zoloto make or approved equivalent make) with M.S.

clamp/hook including cutting threads and jointing with white lead,

cutting chases and holes in RCC/Brick wall/Ceilings and making

good the same in cement mortar 1:3 ( 1 cement : 3 coarse sand

) to match with the surroundings for waste from wash basins,

urinals, kitchen sink, pump deliveries and suction etc including

painting of pipes, fittings and clamps complete as directed by

Engineer in charge.

a) 32 mm nominal bore 85 Mtr

b) 40 mm nominal bore 15 Mtr

c) 50 mm nominal bore 15 Mtr

d) 80 mm nominal bore 30 Mtr

5.08 MR Providing and laying cement concrete 1:2:4 (1 cement :2 coarse

sand: 4 stone aggregate 20 mm, down gauge) 75mm in bed and

alround C.I. soil and waste pipe under floor/vertical wall including

centering and shuttering wherever required.

a) 100 mm dia 325 Mtr


5.09 MR Providing and fixing cast brass clean out plug with suitable insert

keys for opening in brass cap, male threaded joint with G.I.

socket caulked to pipe/fitting of H.C.I. or C.I. (L.A.) pipe as

required complete in all respects. 45 each

5.10 MR Providing and fixing S.S. hinged grating, 125mm dia with frame

(CAMRY make Cat. No. SKDH-05 or approved equivalent make)

including setting in floor with cement mortar 1:3 (1 cement : 3

coarse sand) including cutting and making good the floor


85 each

5.11 MR Providing and fixing 500 mm dia cast iron (medium duty) water

tank cover with frame, double Seal with lockable arrangement

complete in all respects. (Total weight of cover & frame to be not

less than 116 kgs.) 4 each

5.12 MR Providing and fixing 100 mm dia G.I. vent pipe (heavy

class)(Jindal Hissar make or approved equivalent) 1 MTR. high

hinged with brass mosquito proof grating elbow with fittings

complete as directed by Engineer in charge. 4 each

5.13 MR Providing and fixing M.S. pipe (Jindal Hissar make or approved

equivalent) heavy duty sleeve 600 mm long, (threaded upto

65mm dia and flanged for 80 mm dia and above) on both sides

and 6 mm thick M.S. plate 100 mm wide welded alround the

pipe, including making holes in the flanges complete as directed


a) 40 mm dia 2 each

b) 50 mm dia 6 each

c) 100 mm dia 2 each

d) 150 mm dia 1 each

5.14 MR Providing and fixing 15 mm dia C.P. brass sink mixer with

swinging type casted spout with wall flange. (Make-Jaquar,

Model -309 or approved equivalent make) including cutting and

making good the walls wherever required complete as directed

by Engineer in charge. 11 each

5.15 MR Providing and fixing C.P.brass 40vmm dia bottle trap complete in

all respects including cutting holes in wall and making good the

same wherever required. 11 each

5.16 MR Providing and Fixing G.I. floor drain consisting of 50 mm dia

elbow with grating complete as per instrctions. 10 each

5.17 MR Providing and fixing 15 mm dia C.P. Brass self closing tap with

wall flange. including cutting and making good the walls


12 each

5.18 MR Providing and fixing medium duty G.I. pipes complete with G.I.

fittings and clamps, i/c cutting and making good the walls etc.

Internal work - Exposed on wall



TOTAL OF SUB HEAD V CARRIED OVER TO SUMMARY : Rs.

S.N0.DESCRIPTION UINIT TOTAL

QUANTITY

RATE IN RS. AMOUNT

1 E A R T H W O R K

1.1

Supplying and filling in plinth with Jamuna sand underfloors, including watering, ramming, consolidating anddressing complete.(As per DSR Item No. 2.27)

Cum. 149.20

1.2

Providing & injecting chemical for pre constructionalantitermite treatment & creating a chemical barrier under &around the column pits wall trenches basement excavationtop surface if plinth filling junction of wall & floor , alongexternal per mrt of building expension joints arrounding ofpipe & counduit etc:(plinth area of the building at groundonly shall be measured as per I.S.6313 PART -II 1981).Aldrine emulsifiable concentrate or any other approvedmaterial such as Hepthachlor of chlordant will be used. therate of application of chemical emulsin shall be as follows :-

(a)Treatment of massonary and foundation 5 liters per Sqm.

(b)Back fill in immediate contact with foundation 7.5 liters perSqm.

(c)

Treatment of top surface of plinth filling 5 liters per Sqm.

(d)Treatment of soil along external perimeter of Building 7.50liters per Sqm.

(e)Treatment of soil Under apron along external perimeter 5liters per Sqm.

Sqm. 628.14

2 P:C:C WORK

2.1

providing and laying cement concrete 1;4;8 (1 cement : 4fine sand : 8 graded stone aggregate 40 mm nominal size)including supply of all materials, labour and T&P etc.required for proper completion of the work and curingcomplete, also including cost of frame work in foundationand floor. (As per PWD SoR Item No. 281)

Cum. 314.07

BILL OF QUANTITY

Name of Work : Construction of Back Block 100 Bedded Maternity and Child Hospital at

Queen Mary Hospital,Lucknow

2.2

Making plinth protection 50mm thick of cement concrete1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate20mm nominal size) over 75mm bed by dry brick ballast40mm nominal size well rammed and consolidated andgrouted with fine sand including finishing the top smooth.(As per dsr Item No. 4.17)

Sqm. 174.05

3 REINFORCED CEMENT CONCRETE WORK

3.1

Providing and laying in position machine batched and

machine mixed M-25 grade concrete for

reinforced cement concrete work, using cement content as

per approved

design mix,

reinforced cement concrete work, including pumping of

conc. to site of laying , excluding the cost of centering,

shuttering

finishing and reinforcement, including cost of admixtures in

recommended

proportions as per IS : 9103 to accelerate/ retard setting of

concrete,

improve workability without impairing strength and

durability as per

direction of the Engineer - in - charge.

All works above plinth level upto floor V level(As per DSRitem No.5.33.2)

Col. Padestal to B.Slab Cum. 139.20

Basement Slab BeamCum. 353.88

B. SlabCum. 818.22

3.4

Rcc work with cement approved coarse sand and 2cmgauge approved stone ballast in th proportion 1:1.5:3 inthin shelves up to 40mm thick including bending and fixingof reinforcement in position casting, cutting of wall, fixing ofshelves in position as per design, marking good the walland repairing the edges of shelves to the satisfaction ofengineer in charge including cost of all material butincluding cost of reinforcement (thickness up to 4 cm.(NSR)

Cum. 0.39

4 FORM WORK

Centering and shuttering including strutting, propping etc.and removal of form for :(As per DSR item No.5.9)

4.1

Foundations, footings, bases of columns, etc. for massconcrete(As per DSR item No.5.9.1)

Sqm. 0.00

4.2

Lintels, beams, plinth beams, girders, bressumers andcantilevers (As per DSR item No.5.9.5)

Sqm. 3007.94

4.3Columns, Pillars, Piers, Abutments, Posts and Struts(Asper DSR item No.5.9.6)

Sqm. 1183.22

4.4

Suspended floors, roofs, landings, balconies and accessplatform (As per DSR item No.5.9.3)

Sqm. 6753.54

4a STEEL REINFORCEMENT WORK

4a.1

Mild steel or iron in plain work such as reinforced concreteor reinforced brick work (when not included in over all rateswrought to required shape as necessary including bendingfor proper completion of the work and includinf supply of ofall steel and wastage over lapping and hooks. (As perPWD SoR item No. 504)

Kg. 177418.71

5 BRICK WORK

5.1

Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure aboveplinth level up to floor V level in all shapes and sizes in :(Asper DSR item No. 6.4)

Cement mortar 1:6 (1 cement : 6 coarse sand)(As per DSRitem No. 6.4.2)

230mm thick Cum. 461.42

5.2

Half brick masonry with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in superstructureabove plinth level up to floor V level. (As per DSR item No.6.13)

Cement mortar 1:4 (1 cement :4 coarse sand)(As per DSRitem No. 6.13.2)

115 mm thick

Sqm. 3,017.79

6 ALUMINIUM / STEEL WORK

6.1

Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standardtubular sections/ appropriate Z sections and other sectionsof approved make conforming to IS: 733 and IS: 1285,fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. attop, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snapbeading for glazing / paneling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and thedirections of Engineer-in-charge. (Glazing, paneling anddash fasteners to be paid for separately) :

Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodiccoating of grade AC 15) (As per DSR Item No. 21.1.1.1)

Kg. 86.29

6.2

For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provision forfixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall bepaid for separately)(As per DSR Item No. 21.1.2)

Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodiccoating of grade AC 15)(As per DSR Item No. 21.1.2.1)

Kg. 485.65

6.2A

Providing & fixing ISI marked flush door shutters conforming

IS: 2202 non- decorative type, core of block board construction

with frame of 1st class hard wood and well matched commercial

3 ply veneering with vertical grains or cross bands and face

veneers on both faces of shutters

(a) 35mm thick DOOR including ISI marked stainless steel butt

hinges with necessary screws.( DSR 9.21.1.)SQM 144.17

6.3

Providing and fixing double action hydraulic floor spring ofapproved brand and manufacture conforming to IS : 6315,having brand logo embossed on the body / plate withdouble spring mechanism and door weight upto 125 kg, fordoors, including cost of cutting floors, embedding in floorsas required and making good the same matching to theexisting floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc.complete as per the direction of Engineer-in-charge.

With stainless steel cover plate minimum 1.25 mmthickness (As per DSR Item No. 21.4.1)

Each 50.00

6.4

Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc. with EPDM rubber /neoprene gasket etc. complete as per the architecturaldrawings and the directions of engineer-in-charge . (Costof aluminium snap beading shall be paid in basic item):(Asper DSR Item No. 21.3)

With float glass panes of 5.50 mm thickness(As per DSRItem No. 21.3.2)

Sqm. 461.30

6.5

Supplying and fixing mosquito proof Nikil Coted jali withaluminium around th jali, including the cost of jali, baton,Nails screws etc. required for proper completion of work.(NSR)

Sqm. 207.83

6.6

Providing and fixing anodised aluminium grill (anodisedtransparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 15) ofapproved design/pattern, with approved standard sectionand fixed to the existing window frame with C.P. brass/stainless steel screws @ 200 mm centre to centre,including cutting the grill to proper opening size for fixingand operation of handles and fixing approved anodisedaluminium standard section around the opening, allcomplete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured forpayment).(As per DSR Item No. 21.17)

Kg. 1246.97

6.7

Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer using structural steeletc. as required.(As per DSR Item No. 10.25)

In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works(As per DSR Item No. 10.25.1)

Kg. 201.96

7STAINLESS STEEL FITTINGS

7.1

Providing and fixing IS : 12817 marked stainless steel butthinges (heavy weight) with stainless steel screws etc.complete :(As per DSR Item No. 9.71)

125x64x2.50 mm (As per DSR Item No. 9.71.1)Each 548.00

75x50x2.50 mm(As per DSR Item No. 9.71.3)Each 606.00

7.2

Providing and fixing IS : 12817 marked stainless steeltower bolts (heavy weight) with stainless steel screws etc.complete : (NSR)

250x10 mmEach 119.00

100x10 mmEach 145.00

7.3

Providing and fixing Mortise handle with double doorattachment one side Knob 1 , one side key cylinder (NSR)

A 125 mm Each 22.00

B Providing and fixing Mortise handle with one side knb 1 ,one side key cylinder ( in sets) Each 72.00

C Pull handles Each 25.00

75mm Each 145.00

7.4

Providing and fixing stainless steel hanging floor doorstopper, complete. (NSR)

Twin rubber stopper Each 57.00

7.5

Providing and fixing stainless steel 100 mm mortice latchand lock with 6 levers and a pair of lever handles ofapproved quality with necessary screws etc. complete.(NSR)

Each 57.00

8 PLASTERING WORK

8.112 mm cement plaster of mix :(As per DSR Item No. 13.4):

1:6 (1 cement: 6 coarse sand)(As per DSR Item No. 13.4.2) Sqm. 6066.87

8.2 12 mm cement plaster of mix :(As per DSR Item No. 13.4):

1:6 (1 cement: 6 coarse sand)(As per DSR Item No. 13.4.2) Sqm. 5605.57

8.3 6 mm cement plaster of mix :(As per DSR Item No. 13.16)

1:3 (1 cement : 3 fine sand)(As per DSR Item No. 13.16.1)

Sqm. 3004.41

8.4

deleted deleted deleted

8.5

Making grooves 10 to 12 mm. wide x 8mm. Deep in plaster of the wall or in ceilling vertically or horizontally as required. Rmt. 1189.16

pwd 598

9 PAINTING WORK

9.1

Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to preparethe surface even and smooth complete.(As per DSR ItemNo. 13.80): Sqm. 14676.85

9.2

Wall painting with acrylic emulsion paint of approved brandand manufacture to give an even shade :(As per DSR ItemNo. 13.60)

Two or more coats on new work(As per DSR Item No.13.60.1)

Sqm. 14676.85

9.3

Finishing walls with water proof cement paint of approvedmake and qualityu on new work with two coats to give aneven shade. Including supply of all material, labour andT&P etc. required for proper completion of the work. (Asper PWD SoR Item No. 660+661)

Sqm. 14676.85

9.4

Wall painting with plastic emulsion paint of approved brandand manufacture to give an even shade :(As per DSR ItemNo. 13.83.2)

Two or more coats on new work(As per DSR Item No.13.83.2) Sqm. 8609.98

FLOORING

10.1

Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with waterabsorption's less than 0.08% and conforming to IS : 15622of approved make in all colours and shades, laid on 20mmthick cement mortar 1:4 (1 cement : 4 coarse sand)including grouting the joints with white cement andmatching pigments etc., complete. (dsr no.-11.41)

Size of Tile 0.60 X 0.60 cm (Rate as per dsr no. 11.41.2)

Sqm. 4352.20

10.2

Providing and fixing Ist quality ceramic glazed wall tilesconforming to IS : 15622 (thickness to be specified by themanufacture ) of approved make in all colours, shadesexcept burgundy, bottle green, black of any size asapproved by Engineer-in-Charge in skirting, risers of stepsand dados over 12 mm thick bed of cement Mortar 1:3 (1cement : 3 coarse sand) and jointing with grey cementslurry @ 3.3kg per sqm including pointing in white cementmixed with pigment of matching shade complete. (As perDSR Item No. 11.36)

Sqm. 1410.28

10.3

Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1stquality conforming to IS : 15622 of approved make incolours such as White, Ivory, Grey, Fume Red Brown, laidon 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarsesand) including pointing the joints with white cement andmatching pigment etc., complete. (dsr no.-11.37)

Sqm. 582.78

10.4

Providing and fixing 18mm thick gang saw cut mirrorpolished premoulded and prepolished) machine cut forkitchen platforms, vanity counters, window sills , facias andsimilar locations of required size of approved shade, colourand texture laid over 20mm thick base cement mortar 1:4(1 cement : 4 coarse sand) with joints treated with whitecement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edgeto give high gloss finish etc. complete at all levels.(dsr.no.-8.2)

Granite of any color and shade. (dsr.no.-8.2.2.1) Sqm. 257.36

10.5

Kota stone slab flooring over 20 mm (average) thick baselaid over and jointed with grey cement slurry mixed withpigment to match the shade of the slab, including rubbingand polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) :(dsr.no.-11.26)

25 mm thick(dsr.no.-11.26.1) Sqm. 17.28

10.6

2.5cm. Thick 1:2:4 plane cement concrete floor withoutbase concret.cement, approved coarse and 4.0cm. Gradedapproved stone ballast laid in panels finished with 3mmfloating coat of neat cement or cement and marble dust inratio of 5:1 as specified over and including 8cm. thick baseconcret consisting of cement local sand and brick ballast4cm. gauge in the proportion of 1:4 : 8 and removing anyoverlapping mortar at the joints of the panels if any andgiving them a uniform finish, including supply of allmaterials, labour, T & P etc. required for proper completionof the work. (As PWD SoR Item No. 605)

Sqm. 52.58

10.7.

Same as above item of Vitrified floor tiles , but in dados,

skirting, risers of staircase, laid on a bed of 12 mm thick 1

: 3 ( 1 Cement : 3 Coarse Sand ) mortar base complete (

DSR NO. 11.41.2) Sqmt 2142.00

11 ROOFING

11.1

Providing and laying water proofing treatment in sunkenportion of WCs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting ofapplying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253kg/sqm. This layer will be allowed to air cure for 4 hours. b)Second layer of slurry of cement @ 0.242 kg/sqm mixedwith water proofing cement compound @ 0.126 kg/sqm.This layer will be allowed to air cure for 4 hours followedwith water curing for 48 hours. The rate includespreparation of surface, treatment and sealing of all joints,corners, junctions of pipes and masonry with polymermixed slurry. (dsr. no. - 22.5)

Sqm. 582.78

11.2

Providing and laying integral cement based water proofingtreatment including preparation of surface as required fortreatment of roofs, balconies, terraces etc consisting offollowing operations: a) Applying a slurry coat of neatcement using 2.75 kg/sqm of cement admixed with waterproofing compound conforming to IS. 2645 and approvedby Engineer-in-charge over the RCC slab includingadjoining walls upto 300 mm height including cleaning thesurface before treatment. b) Laying brick bats with mortarusing broken bricks/brick bats 25 mm to 115 mm size with50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge over 20 mmthick layer of cement mortar of mix 1:5 (1 cement :5 coarsesand ) admixed with water proofing compound conforming jointless cement mortar of mix 1:4 (1 cement :4 coarsesand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge includinglaying glass fibre cloth of approved quality in top layer of

11.2

With average thickness of 120 mm and minimumthicknessat khurra as 65 mm. (dsr no. - 22.7.1)

Sqm. 594.30

11.3

Providing &Fixing Wall cladding 20-25 mm thick Granitehighly polished on external wall of structure including allnecessary scaffolding and cost of LATTICRETE adhesiveand making groove as per Architect drawing etc complete.Including stainless steel clamps of approved quality and ofrequired shape and size adjustable with stainless steelnuts bolts and washer (total wt. not less than 260 gm)

Sqm. 64.58

11.4

Providing and fixing stainless steel ( Grade 304) staircasewith railing, balusters, rail etc (railing, balusters, rail etc.are to be measured and paid separately ) made of Hollowtubes, channels, plates / perforated plates ( thickness not

Rmt. 79.90

12 Providing and fixing broken white glazed Ceramic tiles

over the brick bat coba treatment.( dsr13-11.44) Sqmt 984.50

13

Construction of Drain 300x450 with 100mm thick 1:4:8

Cement/Concrete Base Including Brick work 1:4

Cement/Course Sand with neat Cement Finish

Rmt 65.00

14

Providing and fixing on wall face 150 mm dia

unplasticised rigid PVC rain water pipe conforming to IS :

13592 Type A jointing with seal ring conforming to IS :

5382 leaving 10 mm gap for thermal expansion, single

socket pipes complete with cost of Bends, TEE, shoes

clamps etc complete including making good the walls

Rmt 74.28

15 Providing and laying Interlocking concrete Block

pavements having thickness 80mm including levelling and

dressing of surface to required level and slope, spreaing and

moisting 30mm thick local sand on bed, filling joints with

local sand etc for proper completion of the work as per

direction of the engineer in charge as per PWD

specifications Sqm 250.00

Grand Total

S.N Description Unit Nos Length Width Depth/ H Quantity

1.0 E A R T H W O R K

1.1

Supplying and filling in plinth with Jamuna sandunder floors, including watering, ramming,consolidating and dressing complete.(As per DSRItem No. 2.27)

PASSAGE Cum. 1 3.80 5.54 0.35 7.37

PASSAGE Cum. 1 5.20 3.58 0.35 6.52

PASSAGE Cum. 1 5.40 1.80 0.35 3.40

H LIFT Cum. 1 3.70 0.65 0.35 0.84

PASSAGE Cum. 1 6.18 4.70 0.35 10.17

PASSAGE Cum. 1 1.80 24.38 0.35 15.36

PASSAGE Cum. 1 5.62 6.43 0.35 12.65

RICORD ROOM Cum. 1 9.07 14.00 0.35 44.44

CENTRAL STORE Cum. 1 9.07 9.87 0.35 31.33

CENTRAL STORE Cum. 1 5.92 6.39 0.35 13.24

FIRE STAIRCASE Cum. 1 4.20 2.64 0.35 3.88

Cum. 149.20

1.2

Providing & injecting chemical for preconstructional antitermite treatment & creating achemical barrier under & around the column pitswall trenches basement excavation top surface ifplinth filling junction of wall & floor , along externalper mrt of building expension joints arrounding ofpipe & counduit etc:(plinth area of the building atground only shall be measured as per I.S.6313PART -II 1981). Aldrine emulsifiable concentrateor any other approved material such asHepthachlor of chlordant will be used. the rate ofapplication of chemical emulsin shall be as follows:-

(a)Treatment of massonary and foundation 5 litersper Sqm.

(b)Back fill in immediate contact with foundation 7.5liters per Sqm.

(c)Treatment of top surface of plinth filling 5 liters perSqm.

(d)Treatment of soil along external perimeter ofBuilding 7.50 liters per Sqm.

(e)

Treatment of soil Under apron along externalperimeter 5 liters per Sqm.

PASSAGE Sqm. 1 42.24 14.87 628.14

628.14

2 P:C:C WORK

Sub-Total

Sub-Total

DETAIL OF MEASUREMENTS Name of Work : Construction of Back Block 100 Bedded Maternity and Child Hospital

at Queen Mary Hospital,Lucknow

2.1

providing and laying cement concrete 1;4;8 (1cement : 4 fine sand : 8 graded stone aggregate40 mm nominal size) including supply of allmaterials, labour and T&P etc. required for propercompletion of the work and curing complete, alsoincluding cost of frame work in foundation and

floor. (As per PWD SoR Item No. 281)

PCC Cum. 1 42.24 14.87 0.100 62.81

62.81

2.2

Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement :3 coarse sand : 6gradedstone aggregate 20mm nominal size) over 75mmbed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with finesand including finishing the top smooth. (As perdsr Item No. 4.17)

Plinth protection 2 116.03 0.75 174.05

174.05

3

REINFORCED CEMENT CONCRETE

WORK

3.1

Providing and laying in position ready mixed M-25grade concrete for reinforced cement concretework, using cement content as per approveddesign mix, manufactured in fully automaticbatching plant and transported to site of work intransit mixer for all leads, having continuousagitated mixer, manufactured as per mix design ofspecified grade for reinforced cement concretework, including pumping of R.M.C. from transitmixer to site of laying , excluding the cost ofcentering, shuttering finishing and reinforcement,including cost of admixtures in recommendedproportions as per IS : 9103 to accelerate/ retardsetting of concrete, improve workability withoutimpairing strength and durability as per direction ofthe Engineer - in - charge.(As per DSR itemNo.5.37)

All works above plinth level upto floor V level(Asper DSR item No.5.33.2)

Col. Padestal to B.Slab

B.F. C1 300X500 Cum. 37 0.30 0.60 2.85 18.95

C2 300X300 Cum. 7 0.30 0.30 2.85 1.79

G.F. C1 300X500 Cum. 37 0.30 0.60 3.75 24.98

C2 300X300 Cum. 7 0.30 0.30 3.75 2.36

F.F. C1 300X500 Cum. 37 0.30 0.60 3.75 24.98

C2 300X300 Cum. 7 0.30 0.30 3.75 2.36

S.F. C1 300X500 Cum. 37 0.30 0.60 3.75 24.98

C2 300X300 Cum. 7 0.30 0.30 3.75 2.36

Sub-Total

Sub-Total

3rd F. C1 300X500 Cum. 37 0.30 0.60 3.75 24.98

C2 300X300 Cum. 7 0.30 0.30 3.75 2.36

Terace C1 300X500 Cum. 9 0.30 0.60 4.05 6.56

C2 300X300 Cum. 7 0.30 0.30 4.05 2.55

Sub-Total 139.20

Basement Slab Beam

B to E Cum. 1 9.96 0.30 0.60 1.79

Cum. 1 9.56 0.30 0.60 1.72

Cum. 1 10.56 0.30 0.60 1.90

A to E Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 15.16 0.30 0.60 2.73

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.96 0.30 0.60 2.51

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.36 0.30 0.60 2.40

1 to 13 Cum. 1 38.36 0.30 0.60 6.90

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 41.06 0.30 0.60 7.39

Cum. 1 30.03 0.30 0.60 5.41

OT Cum. 1 3.06 0.30 0.60 0.55

G.F.Slab Beam

B to E Cum. 1 9.96 0.30 0.60 1.79

Cum. 1 9.56 0.30 0.60 1.72

Cum. 1 10.56 0.30 0.60 1.90

A to E Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 15.16 0.30 0.60 2.73

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.96 0.30 0.60 2.51

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.36 0.30 0.60 2.40

1 to 13 Cum. 1 38.36 0.30 0.60 6.90

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 41.06 0.30 0.60 7.39

Cum. 1 30.03 0.30 0.60 5.41

OT Cum. 1 3.06 0.30 0.60 0.55

F.F.Slab Beam

B to E Cum. 1 9.96 0.30 0.60 1.79

Cum. 1 9.56 0.30 0.60 1.72

Cum. 1 10.56 0.30 0.60 1.90

A to E Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 15.16 0.30 0.60 2.73

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.96 0.30 0.60 2.51

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.36 0.30 0.60 2.40

1 to 13 Cum. 1 38.36 0.30 0.60 6.90

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 41.06 0.30 0.60 7.39

Cum. 1 30.03 0.30 0.60 5.41

OT Cum. 1 3.06 0.30 0.60 0.55

S.F.Slab Beam

B to E Cum. 1 9.96 0.30 0.60 1.79

Cum. 1 9.56 0.30 0.60 1.72

Cum. 1 10.56 0.30 0.60 1.90

A to E Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 15.16 0.30 0.60 2.73

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.96 0.30 0.60 2.51

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.36 0.30 0.60 2.40

1 to 13 Cum. 1 38.36 0.30 0.60 6.90

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 41.06 0.30 0.60 7.39

Cum. 1 30.03 0.30 0.60 5.41

OT Cum. 1 3.06 0.30 0.60 0.55

3rd.F.Slab Beam

B to E Cum. 1 9.96 0.30 0.60 1.79

Cum. 1 9.56 0.30 0.60 1.72

Cum. 1 10.56 0.30 0.60 1.90

A to E Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 14.56 0.30 0.60 2.62

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 15.16 0.30 0.60 2.73

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.96 0.30 0.60 2.51

Cum. 1 13.36 0.30 0.60 2.40

Cum. 1 13.36 0.30 0.60 2.40

1 to 13 Cum. 1 38.36 0.30 0.60 6.90

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 39.56 0.30 0.60 7.12

Cum. 1 41.06 0.30 0.60 7.39

Cum. 1 30.03 0.30 0.60 5.41

OT Cum. 1 3.06 0.30 0.60 0.55

Machien Room Beam Cum.

B to D Cum. 1 4.74 0.30 0.60 0.85

Cum. 1 4.74 0.30 0.60 0.85

C to E Cum. 1 7.81 0.30 0.60 1.40

Cum. 1 7.81 0.30 0.60 1.40

Cum. 1 7.81 0.30 0.60 1.40

2 to 2 Cum. 1 2.57 0.30 0.60 0.46

Cum. 1 2.57 0.30 0.60 0.46

12 to 13 Cum. 1 8.54 0.30 0.60 1.54

Cum. 1 7.64 0.30 0.60 1.38

Cum. 1 7.64 0.30 0.60 1.38

Cum. 1 3.00 0.30 0.60 0.54

Drinking Water Beam Cum. 2 6.39 0.30 0.60 2.30

2 2.22 0.30 0.60 0.80

Lintel Cum. 0.23 0.23 0.00

Opening Cum. 1 2.14 0.23 0.23 0.11

Lift Cum. 1 1.20 0.23 0.23 0.06

V1 Cum. 22 1.80 0.23 0.23 2.09

Opening Cum. 2 2.14 0.23 0.23 0.23

D9 Cum. 4 1.80 0.23 0.23 0.38

W1 Cum. 20 1.80 0.23 0.23 1.90

W2 Cum. 4 1.90 0.23 0.23 0.40

W3 Cum. 4 1.10 0.23 0.23 0.23

W4 Cum. 12 1.20 0.23 0.23 0.76

W5 Cum. 4 1.05 0.23 0.23 0.22

W6 Cum. 2 1.00 0.23 0.23 0.11

V4 Cum. 4 0.83 0.23 0.23 0.18

D9 Cum. 2 1.80 0.23 0.23 0.19

W1 Cum. 14 1.80 0.23 0.23 1.33

W2 Cum. 2 1.90 0.23 0.23 0.20

W3 Cum. 2 1.10 0.23 0.23 0.12

W4 Cum. 6 1.20 0.23 0.23 0.38

W5 Cum. 1 1.05 0.23 0.23 0.06

W9 Cum. 1 1.00 0.23 0.23 0.05

W11 Cum. 1 0.85 0.23 0.23 0.04

V2 Cum. 2 0.75 0.23 0.23 0.08

V3 Cum. 2 0.60 0.23 0.23 0.06

V4 Cum. 2 0.83 0.23 0.23 0.09

Opening Cum. 1 2.14 0.23 0.23 0.11

W1 Cum. 8 1.80 0.23 0.23 0.76

W2 Cum. 2 1.90 0.23 0.23 0.20

W4 Cum. 14 1.20 0.23 0.23 0.89

W6 Cum. 1 1.00 0.23 0.23 0.05

W7 Cum. 1 0.96 0.23 0.23 0.05

V2 Cum. 2 0.75 0.23 0.23 0.08

V3 Cum. 2 0.60 0.23 0.23 0.06

V4 Cum. 2 0.83 0.23 0.23 0.09

D2 Cum. 2 1.00 0.23 0.23 0.11

W1 Cum. 3 1.80 0.23 0.23 0.29

W2 Cum. 1 1.90 0.23 0.23 0.10

D1 Cum. 4 1.35 0.115 0.23 0.14

Door & Window deduction D2 Cum. 7 1.00 0.115 0.23 0.19

D3 Cum. 2 1.00 0.115 0.23 0.05

D4 Cum. 12 0.75 0.115 0.23 0.24

D5 Cum. 2 0.75 0.115 0.23 0.04

D6 Cum. 1 0.60 0.115 0.23 0.02

D8 Cum. 4 0.90 0.115 0.23 0.10


D3 Cum. 2 1.00 0.115 0.23 0.05

D4 Cum. 12 0.75 0.115 0.23 0.24

D5 Cum. 2 0.75 0.115 0.23 0.04

D6 Cum. 1 0.60 0.115 0.23 0.02

D8 Cum. 4 0.90 0.115 0.23 0.10


D3 Cum. 3 1.00 0.115 0.23 0.08

D4 Cum. 6 0.75 0.115 0.23 0.12

D5 Cum. 4 0.75 0.115 0.23 0.08

D6 Cum. 1 0.60 0.115 0.23 0.02

D7 Cum. 1 1.50 0.115 0.23 0.04

D8 Cum. 4 0.90 0.115 0.23 0.10

Cum. 2 1.80 0.115 0.23 0.10


D2 Cum. 4 1.00 0.12 0.23 0.11

D5 Cum. 4 0.75 0.12 0.23 0.08

D7 Cum. 1 1.50 0.12 0.23 0.04

D8 Cum. 13 0.90 0.12 0.23 0.31

Total 353.88

B. Slab Cum. 2 42.46 15.03 0.15 191.48

Lift(-) Cum. -1 2.57 2.15 0.15 -0.83

Stair Case (-) Cum. -1 2.99 4.90 0.15 -2.19

Lift(-) Cum. -1 3.42 3.41 0.15 -1.75

Stair Case (-) Cum. -1 4.64 5.63 0.15 -3.92

Ele. Duct (-) Cum. -1 0.83 0.55 0.15 -0.07

Ramp Cum. 1 8.85 9.24 0.15 12.27

Stair Case

Trade Cum. 26 2.00 0.30 0.15 2.34

Riser Cum. 27 2.00 0.15 0.15 1.22

Landing Cum. 2 2.02 2.00 0.15 1.21

Stair Case

Trade Cum. 26 1.25 0.30 0.15 1.46

Riser Cum. 27 1.25 0.15 0.15 0.76

Landing Cum. 1 2.80 1.25 0.15 0.53

Ramp 1 14.32 2.89 0.15 6.21

G.F. Slab Cum. 1 43.66 16.32 0.15 106.91

Lift(-) Cum. -1 2.57 2.15 0.15 -0.83

Stair Case (-) Cum. -1 2.99 4.90 0.15 -2.19

Lift(-) Cum. -1 3.42 3.41 0.15 -1.75

Stair Case (-) Cum. -1 4.64 5.63 0.15 -3.92

Ele. Duct (-) Cum. -1 0.83 0.55 0.15 -0.07

Ramp Cum. 1 8.85 9.24 0.15 12.27

Stair Case

Trade Cum. 26 2.00 0.30 0.15 2.34

Riser Cum. 27 2.00 0.15 0.15 1.22

Landing Cum. 2 2.02 2.00 0.15 1.21

Stair Case

Trade Cum. 26 1.25 0.30 0.15 1.46

Riser Cum. 27 1.25 0.15 0.15 0.76

Landing Cum. 1 2.80 1.25 0.15 0.53

Ramp 1 14.32 2.89 0.15 6.21

F.F. Slab Cum. 1 43.66 16.32 0.15 106.91

Lift(-) Cum. -1 2.57 2.15 0.15 -0.83

Stair Case (-) Cum. -1 2.99 4.90 0.15 -2.19

Lift(-) Cum. -1 3.42 3.41 0.15 -1.75

Stair Case (-) Cum. -1 4.64 5.63 0.15 -3.92

Ele. Duct (-) Cum. -1 0.83 0.55 0.15 -0.07

Ramp Cum. 1 8.85 9.24 0.15 12.27

Stair Case

Trade Cum. 26 2.00 0.30 0.15 2.34

Riser Cum. 27 2.00 0.15 0.15 1.22

Landing Cum. 2 2.02 2.00 0.15 1.21

Stair Case

Trade Cum. 26 1.25 0.30 0.15 1.46

Riser Cum. 27 1.25 0.15 0.15 0.76

Landing Cum. 1 2.80 1.25 0.15 0.53

Ramp 1 14.32 2.89 0.15 6.21

S.F. Slab Cum. 1 43.66 16.32 0.15 106.91

Lift(-) Cum. -1 2.57 2.15 0.15 -0.83

Stair Case (-) Cum. -1 2.99 4.90 0.15 -2.19

Lift(-) Cum. -1 3.42 3.41 0.15 -1.75

Stair Case (-) Cum. -1 4.64 5.63 0.15 -3.92

Ele. Duct (-) Cum. -1 0.83 0.55 0.15 -0.07

Ramp Cum. 1 8.85 9.24 0.15 12.27

Stair Case

Trade Cum. 26 2.00 0.30 0.15 2.34

Riser Cum. 27 2.00 0.15 0.15 1.22

Landing Cum. 2 2.02 2.00 0.15 1.21

Stair Case

Trade Cum. 26 1.25 0.30 0.15 1.46

Riser Cum. 27 1.25 0.15 0.15 0.76

Landing Cum. 1 2.80 1.25 0.15 0.53

Ramp 1 14.32 2.89 0.15 6.21

3rd.F. Slab Cum. 1 43.66 16.32 0.15 106.91

Lift(-) Cum. -1 2.57 2.15 0.15 -0.83

Stair Case (-) Cum. -1 2.99 4.90 0.15 -2.19

Lift(-) Cum. -1 3.42 3.41 0.15 -1.75

Stair Case (-) Cum. -1 4.64 5.63 0.15 -3.92

Ele. Duct (-) Cum. -1 0.83 0.55 0.15 -0.07

Ramp Cum. 1 8.85 9.24 0.15 12.27

Stair Case

Trade Cum. 26 2.00 0.30 0.15 2.34

Riser Cum. 27 2.00 0.15 0.15 1.22

Landing Cum. 2 2.02 2.00 0.15 1.21

Stair Case

Trade Cum. 26 1.25 0.30 0.15 1.46

Riser Cum. 27 1.25 0.15 0.15 0.76

Landing Cum. 1 2.80 1.25 0.15 0.53

Ramp Cum. 1 14.32 2.89 0.15 6.21

Machien Room Slab Cum. 2 8.53 9.30 0.15 23.80

Machien Room Slab Cum. 2 3.17 5.92 0.15 5.63

Drinking Water Cum. 2 6.86 2.94 0.15 6.05

Open Cover Cum. -1 0.60 0.60 0.15 -0.05

Reatining Wall On B. Area Cum. 1 34.83 0.23 2.85 22.83

Cum. 1 4.02 0.23 2.85 2.63

Cum. 1 5.62 0.23 2.85 3.68

Cum. 1 13.36 0.23 2.85 8.76

Cum. 1 38.36 0.23 2.85 25.14

Cum. 1 9.96 0.23 2.85 6.53

Reatining Wall On Drinking Water Area Cum. 2 6.39 0.15 2.42 4.64

Cum. 2 2.22 0.15 2.42 1.61

Cum. 1 2.47 0.15 2.22 0.82

Cum. 1 2.47 0.15 2.32 0.86

Sub-Total 818.22

3.4

Rcc work with cement approved coarse sand and2cm gauge approved stone ballast in th proportion1:1.5:3 in thin shelves up to 40mm thick includingbending and fixing of reinforcement in positioncasting, cutting of wall, fixing of shelves in positionas per design, marking good the wall and repairingthe edges of shelves to the satisfaction ofengineer in charge including cost of all material but including cost of reinforcement (thickness up to 4cm. (NSR)

Cum. 2 3.26 0.10 0.60 0.39

0.39

4 FORM WORK

Centering and shuttering including strutting,propping etc. and removal of form for :(As perDSR item No.5.9)

4.1Foundations, footings, bases of columns, etc. formass concrete(As per DSR item No.5.9.1) Sqm.

4.2Lintels, beams, plinth beams, girders, bressumersand cantilevers (As per DSR item No.5.9.5)

Sqm. 8.50 353.88 3007.94

4.3Columns, Pillars, Piers, Abutments, Posts andStruts(As per DSR item No.5.9.6) Sqm. 8.50 139.20 1183.22

4.4Suspended floors, roofs, landings, balconies andaccess platform (As per DSR item No.5.9.3)

Sqm. 8.25 818.61 6753.54

10944.71

4a STEEL REINFORCEMENT WORK

4a.1

Mild steel or iron in plain work such as reinforcedconcrete or reinforced brick work (when notincluded in over all rates wrought to requiredshape as necessary including bending for propercompletion of the work and includinf supply of of

all steel and wastage over lapping and hooks. (As

per PWD SoR item No. 504)

Column kg. 1 139.20 4.00% 7850.00 43709.60

Beam kg. 1 353.88 2.50% 7850.00 69448.12

Slab kg. 1 818.61 1.00% 7850.00 64260.99

Sub-Total 177418.71

5 BRICK WORK

5.1

Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 insuperstructure above plinth level up to floor V levelin all shapes and sizes in :(As per DSR item No.6.4)

Sub-Total

Sub-Total

Cement mortar 1:6 (1 cement : 6 coarse sand)(Asper DSR item No. 6.4.2)

Basement Wall Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 8.34 0.23 3.30 6.33

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 3.07 0.23 3.30 2.33

Cum. 1 3.07 0.23 3.30 2.33

Cum. 1 2.10 0.23 3.30 1.59

Deduction Opening Door & Window Cum. -1 2.14 0.23 2.10 -1.03

Lift Cum. -1 1.20 0.23 2.10 -0.58

V1 Cum. -22 1.80 0.23 0.75 -6.83

G.F. Wall Cum. 1 5.56 0.23 3.30 4.22

Cum. 1 3.00 0.23 3.30 2.28

Cum. 1 4.64 0.23 3.30 3.52

Cum. 1 4.12 0.23 3.30 3.13

Cum. 1 6.25 0.23 3.30 4.74

Cum. 1 12.00 0.23 3.30 9.11

Cum. 1 3.40 0.23 3.30 2.58

Cum. 1 9.22 0.23 3.30 7.00

Cum. 1 9.95 0.23 3.30 7.55

Cum. 1 45.68 0.23 3.30 34.67

Cum. 1 5.03 0.23 3.30 3.82

Cum. 1 7.21 0.23 3.30 5.47

Cum. 1 2.86 0.23 3.30 2.17

Cum. 1 2.61 0.23 3.30 1.98

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 2.15 0.23 3.30 1.63

Cum. 1 2.15 0.23 3.30 1.63

Cum. 1 4.25 0.23 3.30 3.23

Cum. 1 3.47 0.23 3.30 2.63

Cum. 1 6.37 0.23 3.30 4.83

Cum. 1 7.80 0.23 3.30 5.92

Cum. 1 2.70 0.23 3.30 2.05

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 3.04 0.23 3.30 2.31

Cum. 1 3.07 0.23 3.30 2.33


D9 Cum. -2 1.80 0.23 2.10 -1.74

W1 Cum. -10 1.80 0.23 1.05 -4.35

W2 Cum. -2 1.90 0.23 1.05 -0.92

W3 Cum. -2 1.10 0.23 1.05 -0.53

W4 Cum. -6 1.20 0.23 1.05 -1.74

W5 Cum. -2 1.05 0.23 1.05 -0.51

W6 Cum. -1 1.00 0.23 1.05 -0.24

V4 Cum. -2 0.83 0.23 0.75 -0.29

F.F. Wall Cum. 1 5.56 0.23 3.30 4.22

Cum. 1 3.00 0.23 3.30 2.28

Cum. 1 4.64 0.23 3.30 3.52

Cum. 1 4.12 0.23 3.30 3.13

Cum. 1 6.25 0.23 3.30 4.74

Cum. 1 12.00 0.23 3.30 9.11

Cum. 1 3.40 0.23 3.30 2.58

Cum. 1 9.22 0.23 3.30 7.00

Cum. 1 9.95 0.23 3.30 7.55

Cum. 1 45.68 0.23 3.30 34.67

Cum. 1 5.03 0.23 3.30 3.82

Cum. 1 7.21 0.23 3.30 5.47

Cum. 1 2.86 0.23 3.30 2.17

Cum. 1 2.61 0.23 3.30 1.98

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 2.15 0.23 3.30 1.63

Cum. 1 2.15 0.23 3.30 1.63

Cum. 1 4.25 0.23 3.30 3.23

Cum. 1 3.47 0.23 3.30 2.63

Cum. 1 6.37 0.23 3.30 4.83

Cum. 1 7.80 0.23 3.30 5.92

Cum. 1 2.70 0.23 3.30 2.05

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 3.04 0.23 3.30 2.31

Cum. 1 3.07 0.23 3.30 2.33


D9 Cum. -2 1.80 0.23 2.10 -1.74

W1 Cum. -10 1.80 0.23 1.05 -4.35

W2 Cum. -2 1.90 0.23 1.05 -0.92

W3 Cum. -2 1.10 0.23 1.05 -0.53

W4 Cum. -6 1.20 0.23 1.05 -1.74

W5 Cum. -2 1.05 0.23 1.05 -0.51

W6 Cum. -1 1.00 0.23 1.05 -0.24

V4 Cum. -2 0.83 0.23 0.75 -0.29

S.F. Brick work Cum. 1 29.79 0.23 3.30 22.61

Cum. 1 3.40 0.23 3.30 2.58

Cum. 1 8.63 0.23 3.30 6.55

Cum. 1 9.95 0.23 3.30 7.55

Cum. 1 38.36 0.23 3.30 29.12

Cum. 1 13.36 0.23 3.30 10.14

Cum. 1 3.07 0.23 3.30 2.33

Cum. 1 3.07 0.23 3.30 2.33

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 2.60 0.23 3.30 1.97

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 2.15 0.23 3.30 1.63

Cum. 1 5.22 0.23 3.30 3.96


D9 Cum. -2 1.80 0.23 2.10 -1.74

W1 Cum. -14 1.80 0.23 1.05 -6.09

W2 Cum. -2 1.90 0.23 1.05 -0.92

W3 Cum. -2 1.10 0.23 1.05 -0.53

W4 Cum. -6 1.20 0.23 1.05 -1.74

W5 Cum. -1 1.05 0.23 1.05 -0.25

W9 Cum. -1 1.00 0.23 1.05 -0.24

W11 Cum. -1 0.85 0.23 1.05 -0.21

V2 Cum. -2 0.75 0.23 0.75 -0.26

V3 Cum. -2 0.60 0.23 0.75 -0.21

V4 Cum. -2 0.83 0.23 0.75 -0.29

3rd.F. Brick work Cum. 1 30.00 0.23 3.30 22.77

Cum. 1 13.36 0.23 3.30 10.14

Cum. 1 38.36 0.23 3.30 29.12

Cum. 1 9.95 0.23 3.30 7.55

Cum. 1 8.63 0.23 3.30 6.55

Cum. 1 3.40 0.23 3.30 2.58

Cum. 1 6.53 0.23 3.30 4.96

Cum. 1 3.07 0.23 3.30 2.33

Cum. 1 3.04 0.23 3.30 2.31

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 5.22 0.23 3.30 3.96

Cum. 1 2.15 0.23 3.30 1.63


W1 Cum. -8 1.80 0.23 1.05 -3.48

W2 Cum. -2 1.90 0.23 1.05 -0.92

W4 Cum. -14 1.20 0.23 1.05 -4.06

W6 Cum. -1 1.00 0.23 1.05 -0.24

W7 Cum. -1 0.96 0.23 1.05 -0.23

V2 Cum. -2 0.75 0.23 0.75 -0.26

V3 Cum. -2 0.60 0.23 0.75 -0.21

V4 Cum. -2 0.83 0.23 0.75 -0.29

Machin Room 1 2.57 0.23 3.60 2.13

1 2.15 0.23 3.60 1.78

1 2.15 0.23 3.60 1.78

1 2.58 0.23 3.60 2.14

1 2.56 0.23 3.60 2.12

1 2.56 0.23 3.60 2.12

1 5.17 0.23 3.60 4.28

1 1.60 0.23 3.60 1.32

1 5.22 0.23 3.60 4.32

1 7.65 0.23 3.60 6.33

1 5.22 0.23 3.60 4.32

1 5.22 0.23 3.60 4.32

1 3.30 0.23 3.60 2.73

1 1.60 0.23 3.60 1.32

Deduction Opening Door & Window

D2 -2 1.00 0.23 2.10 -0.97

W1 -3 1.80 0.23 1.05 -1.30

W2 -1 1.90 0.23 1.05 -0.46

461.42

5.2

Half brick masonry with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 insuperstructure above plinth level up to floor Vlevel. (As per DSR item No. 6.13)

Cement mortar 1:4 (1 cement :4 coarse sand)(Asper DSR item No. 6.13.2)

B.F. Brick Work Sqm. 1 34.80 3.30 114.84

Sqm. 1 32.57 3.30 107.48

Sqm. 1 4.00 3.30 13.20

Sqm. 1 4.46 3.30 14.72

Sqm. 1 3.57 3.30 11.78

Sqm. 1 2.95 3.30 9.74

Sqm. 1 3.54 3.30 11.68

Sqm. 1 3.80 3.30 12.54

Sqm. 1 2.07 3.30 6.83

Sqm. 1 2.62 3.30 8.65

Sqm. 1 1.96 3.30 6.47

Sqm. 1 3.40 3.30 11.22

Sqm. 1 9.72 3.30 32.08

Sqm. 1 39.16 3.30 129.23

Sqm. 1 23.50 3.30 77.55

Sqm. 1 28.15 3.30 92.90

Sqm. 1 6.36 3.30 20.99

Sqm. 1 8.82 3.30 29.11

Sqm. 1 2.58 3.30 8.51

Sqm. 1 23.48 3.30 77.48

Sqm. 1 2.57 3.30 8.48

Deduction Opening Door & Window Sqm. 0.00

D1 Sqm. -4 1.35 2.10 -11.34

G.F. Brick Work Sqm. 1 1.61 3.30 5.31

Sub-Total

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.61 3.30 5.31

Sqm. 1 3.04 3.30 10.03

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 4.84 3.30 15.97

Sqm. 1 3.00 3.30 9.90

Sqm. 1 0.60 3.30 1.98

Sqm. 1 3.36 3.30 11.09

Sqm. 1 3.34 3.30 11.02

Sqm. 1 2.67 3.30 8.81

Sqm. 1 6.53 3.30 21.55

Sqm. 1 2.24 3.30 7.39

Sqm. 1 5.56 3.30 18.35

Sqm. 1 5.56 3.30 18.35

Sqm. 1 3.01 3.30 9.93

Sqm. 1 4.17 3.30 13.76

Sqm. 1 3.01 3.30 9.93

Sqm. 1 3.26 3.30 10.76

Sqm. 1 5.22 3.30 17.23

Sqm. 1 3.30 3.30 10.89

Sqm. 1 5.67 3.30 18.71

Sqm. 1 1.43 3.30 4.72

Sqm. 1 1.91 3.30 6.30

Sqm. 1 5.22 3.30 17.23

Sqm. 1 1.91 3.30 6.30

Sqm. 1 1.61 3.30 5.31

Sqm. 1 5.79 3.30 19.11

Sqm. 1 3.00 3.30 9.90

Sqm. 1 6.36 3.30 20.99

Sqm. 1 1.11 3.30 3.66

Sqm. 1 2.11 3.30 6.96

Sqm. 1 1.11 3.30 3.66

Sqm. 1 2.57 3.30 8.48

Sqm. 1 3.03 3.30 10.00

Sqm. 1 2.73 3.30 9.01

Sqm. 1 6.30 3.30 20.79

Sqm. 1 5.56 3.30 18.35

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 5.40 3.30 17.82

Sqm. 1 2.51 3.30 8.28

Sqm. 1 3.82 3.30 12.61

Sqm. 1 1.78 3.30 5.87

Sqm. 1 1.78 3.30 5.87

Sqm. 1 1.78 3.30 5.87

Sqm. 1 3.89 3.30 12.84

Door & Window deduction D2 Sqm. -7 1.00 2.10 -14.70

D3 Sqm. -2 1.00 2.10 -4.20

D4 Sqm. -12 0.75 2.10 -18.90

D5 Sqm. -2 0.75 2.10 -3.15

D6 Sqm. -1 0.60 2.10 -1.26

D8 Sqm. -4 0.90 2.10 -7.56

F.F. Brick Work Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.61 3.30 5.31

Sqm. 1 3.04 3.30 10.03

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 4.84 3.30 15.97

Sqm. 1 3.00 3.30 9.90

Sqm. 1 0.60 3.30 1.98

Sqm. 1 3.36 3.30 11.09

Sqm. 1 3.34 3.30 11.02

Sqm. 1 2.67 3.30 8.81

Sqm. 1 6.53 3.30 21.55

Sqm. 1 2.24 3.30 7.39

Sqm. 1 5.56 3.30 18.35

Sqm. 1 5.56 3.30 18.35

Sqm. 1 3.01 3.30 9.93

Sqm. 1 4.17 3.30 13.76

Sqm. 1 3.01 3.30 9.93

Sqm. 1 3.26 3.30 10.76

Sqm. 1 5.22 3.30 17.23

Sqm. 1 3.30 3.30 10.89

Sqm. 1 5.67 3.30 18.71

Sqm. 1 1.43 3.30 4.72

Sqm. 1 1.91 3.30 6.30

Sqm. 1 5.22 3.30 17.23

Sqm. 1 1.91 3.30 6.30

Sqm. 1 1.61 3.30 5.31

Sqm. 1 5.79 3.30 19.11

Sqm. 1 3.00 3.30 9.90

Sqm. 1 6.36 3.30 20.99

Sqm. 1 1.11 3.30 3.66

Sqm. 1 2.11 3.30 6.96

Sqm. 1 1.11 3.30 3.66

Sqm. 1 2.57 3.30 8.48

Sqm. 1 3.03 3.30 10.00

Sqm. 1 2.73 3.30 9.01

Sqm. 1 6.30 3.30 20.79

Sqm. 1 5.56 3.30 18.35

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 1.11 3.30 3.66

Sqm. 1 5.40 3.30 17.82

Sqm. 1 2.51 3.30 8.28

Sqm. 1 3.82 3.30 12.61

Sqm. 1 1.78 3.30 5.87

Sqm. 1 1.78 3.30 5.87

Sqm. 1 1.78 3.30 5.87

Sqm. 1 3.89 3.30 12.84


D3 Sqm. -2 1.00 2.10 -4.20

D4 Sqm. -12 0.75 2.10 -18.90

D5 Sqm. -2 0.75 2.10 -3.15

D6 Sqm. -1 0.60 2.10 -1.26

D8 Sqm. -4 0.90 2.10 -7.56

S.F. Brick Work Sqm. 1 7.20 3.30 23.76

Sqm. 1 2.03 3.30 6.70

Sqm. 1 2.62 3.30 8.65

Sqm. 1 2.07 3.30 6.83

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.50 3.30 4.95

Sqm. 1 5.56 3.30 18.35

Sqm. 1 2.97 3.30 9.80

Sqm. 1 2.49 3.30 8.22

Sqm. 1 2.97 3.30 9.80

Sqm. 1 1.12 3.30 3.70

Sqm. 1 6.04 3.30 19.93

Sqm. 1 2.24 3.30 7.39

Sqm. 1 6.52 3.30 21.52

Sqm. 1 7.02 3.30 23.17

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.80 3.30 5.94

Sqm. 1 6.04 3.30 19.93

Sqm. 1 4.12 3.30 13.60

Sqm. 1 2.30 3.30 7.59

Sqm. 1 5.79 3.30 19.11

Sqm. 1 1.43 3.30 4.72

Sqm. 1 1.80 3.30 5.94

Sqm. 1 2.78 3.30 9.17

Sqm. 1 18.95 3.30 62.54

Sqm. 1 29.23 3.30 96.46

Sqm. 1 2.15 3.30 7.10

Sqm. 1 6.36 3.30 20.99

Sqm. 1 1.11 3.30 3.66

Sqm. 1 2.11 3.30 6.96

Sqm. 1 1.11 3.30 3.66

Sqm. 1 5.67 3.30 18.71

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.61 3.30 5.31

Sqm. 1 5.06 3.30 16.70

Sqm. 1 5.22 3.30 17.23

Sqm. 1 3.01 3.30 9.93

Sqm. 1 3.01 3.30 9.93

Sqm. 1 3.01 3.30 9.93

Sqm. 1 3.57 3.30 11.78

Sqm. 1 18.31 3.30 60.42


D3 Sqm. -3 1.00 2.10 -6.30

D4 Sqm. -6 0.75 2.10 -9.45

D5 Sqm. -4 0.75 2.10 -6.30

D6 Sqm. -1 0.60 2.10 -1.26

D7 Sqm. -1 1.50 2.10 -3.15

D8 Sqm. -4 0.90 2.10 -7.56

Sqm. -2 1.80 2.10 -7.56

3rd.F. Brick Work Sqm. 1 1.50 3.30 4.95

Sqm. 1 1.61 3.30 5.31

Sqm. 1 2.07 3.30 6.83

Sqm. 1 2.61 3.30 8.61

Sqm. 1 1.91 3.30 6.30

Sqm. 1 0.72 3.30 2.38

Sqm. 1 1.50 3.30 4.95

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.71 3.30 5.64

Sqm. 1 2.24 3.30 7.39

Sqm. 1 5.22 3.30 17.23

Sqm. 1 6.16 3.30 20.33

Sqm. 1 1.65 3.30 5.45

Sqm. 1 2.18 3.30 7.19

Sqm. 1 4.12 3.30 13.60

Sqm. 1 25.22 3.30 83.23

Sqm. 1 1.65 3.30 5.45

Sqm. 1 2.18 3.30 7.19

Sqm. 1 5.22 3.30 17.23

Sqm. 1 2.18 3.30 7.19

Sqm. 1 1.65 3.30 5.45

Sqm. 1 5.67 3.30 18.71

Sqm. 1 1.65 3.30 5.45

Sqm. 1 2.18 3.30 7.19

Sqm. 1 5.22 3.30 17.23

Sqm. 1 1.65 3.30 5.45

Sqm. 1 2.18 3.30 7.19

Sqm. 1 1.65 3.30 5.45

Sqm. 1 2.18 3.30 7.19

Sqm. 1 5.67 3.30 18.71

Sqm. 1 5.22 3.30 17.23

Sqm. 1 1.68 3.30 5.54

Sqm. 1 1.68 3.30 5.54

Sqm. 1 2.18 3.30 7.19

Sqm. 1 2.18 3.30 7.19

Sqm. 1 5.67 3.30 18.71

Sqm. 1 33.83 3.30 111.64

Sqm. 1 9.07 3.30 29.93

Sqm. 1 1.61 3.30 5.31

Sqm. 1 1.80 3.30 5.94

Sqm. 1 6.52 3.30 21.52

Sqm. 1 1.80 3.30 5.94

Sqm. 1 1.61 3.30 5.31

Sqm. 1 5.56 3.30 18.35

Sqm. 1 3.63 3.30 11.98

Sqm. 1 2.22 3.30 7.33

Sqm. 1 2.22 3.30 7.33

Sqm. 1 3.45 3.30 11.39

Sqm. 1 1.72 3.30 5.68

Sqm. 1 3.20 3.30 10.56

Sqm. 1 1.53 3.30 5.05

Sqm. 1 3.20 3.30 10.56

Sqm. 1 6.04 3.30 19.93

Sqm. 1 1.65 3.30 5.45

Sqm. 1 2.33 3.30 7.69

Sqm. 1 2.15 3.30 7.10

Sqm. 1 2.15 3.30 7.10

Sqm. 1 12.26 3.30 40.46


D2 Sqm. -4 1.00 2.10 -8.40

D5 Sqm. -4 0.75 2.10 -6.30

D7 Sqm. -1 1.50 2.10 -3.15

D8 Sqm. -13 0.90 2.10 -24.57

Terrace Sqm. 1 6.06 3.30 20.00

Sqm. 1 2.94 3.30 9.70

3017.79

6 ALUMINIUM / STEEL WORK

6.1

Providing and fixing aluminium work for doors,windows, ventilators and partitions with extrudedbuilt up standard tubular sections/ appropriate Zsections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing withdash fasteners of required dia and size, includingnecessary filling up the gaps at junctions, i.e. attop, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall besmooth, rust free, straight, mitred and jointedmechanically wherever required including cleatangle, Aluminium snap beading for glazing /paneling, C.P. brass / stainless steel screws, allcomplete as per architectural drawings and thedirections of Engineer-in-charge. (Glazing,paneling and dash fasteners to be paid forseparately) :

Anodised aluminium (anodised transparent ordyed to required shade according to IS: 1868,Minimum anodic coating of grade AC 15) (As perDSR Item No. 21.1.1.1)

W1 Sqm. 49 0.70 1.05 36.02

W2 Sqm. 9 0.80 1.05 7.56

V1 Sqm. 22 0.45 0.75 7.43

51.00

(461.30 x 1.692kg./m) Kg. 1.69 51.00 86.29

86.29

6.2

For shutters of doors, windows & ventilatorsincluding providing and fixing hinges/ pivots andmaking provision for fixing of fittings whereverrequired including the cost of EPDM rubber /neoprene gasket required (Fittings shall be paidfor separately)(As per DSR Item No. 21.1.2)

Anodised aluminium (anodised transparent ordyed to required shade according to IS: 1868,Minimum anodic coating of grade AC 15)(As perDSR Item No. 21.1.2.1)

D1 Sqm. 9 1.35 2.10 25.52

D2 Sqm. 9 1.00 2.10 18.90

D5 Sqm. 8 0.75 2.10 12.60

D6 Sqm. 2 0.60 2.10 2.52

D7 Sqm. 2 1.50 2.10 6.30

D8 Sqm. 13 0.90 2.10 24.57

Sub-Total

Sub-Total

D9 Sqm. 4 1.80 2.10 15.12

D3 Sqm. 5 1.00 2.10 10.50

D4 Sqm. 9 0.75 2.10 14.18

W1 Sqm. 49 1.10 1.05 56.60

W2 Sqm. 9 1.10 1.05 10.40

W3 Sqm. 6 1.10 1.05 6.93

W4 Sqm. 32 1.20 1.05 40.32

W5 Sqm. 4 1.05 1.05 4.41

W6 Sqm. 2 1.00 1.05 2.10

W7 Sqm. 1 0.96 1.05 1.01

W9 Sqm. 2 1.00 1.05 2.10

W11 Sqm. 2 0.85 1.05 1.79

V1 Sqm. 22 1.35 0.75 22.28

V2 Sqm. 6 0.75 0.75 3.38

V3 Sqm. 4 0.60 0.75 1.80

V4 Sqm. 6 0.83 0.75 3.74

287.03

(461.30 x 2.692kg./m) Kg. 1.69 287.03 485.65

485.65

6.2A

Providing & fixing ISI marked flush door shutters

conforming IS: 2202 non- decorative type, core of

block board construction with frame of 1st class

hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands

and face veneers on both faces of shutters

(a) 35mm thick DOOR including ISI marked

stainless steel butt hinges with necessary screws.(

DSR 9.21.1.)

D1 Sqm. 9 1.35 2.10 25.52

D2 Sqm. 10 1.00 2.10 21.00

D5 Sqm. 9 0.75 2.10 14.18

D6 Sqm. 2 0.60 2.10 2.52

D7 Sqm. 3 1.50 2.10 9.45

D8 Sqm. 14 0.90 2.10 26.46

D9 Sqm. 4 1.80 2.10 15.12

D3 Sqm. 6 1.00 2.10 12.60

D4 Sqm. 11 0.75 2.10 17.33

144.17

Sub-Total

6.3

Providing and fixing double action hydraulic floorspring of approved brand and manufactureconforming to IS : 6315, having brand logoembossed on the body / plate with double springmechanism and door weight upto 125 kg, fordoors, including cost of cutting floors, embeddingin floors as required and making good the samematching to the existing floor finishing and coverplates with brass pivot and single piece M.S. sheetouter box with slide plate etc. complete as per thedirection of Engineer-in-charge.

With stainless steel cover plate minimum 1.25 mmthickness (As per DSR Item No. 21.4.1)D8 Nos. 50 50.00

50.00

6.4

Providing and fixing glazing in aluminium door,window, ventilator shutters and partitions etc. withEPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snapbeading shall be paid in basic item):(As per DSRItem No. 21.3)

With float glass panes of 5.50 mm thickness(Asper DSR Item No. 21.3.2)

D1 Sqm. 18 1.35 2.10 51.03

D2 Sqm. 19 1.00 2.10 39.90

D5 Sqm. 16 0.75 2.10 25.20

D6 Sqm. 3 0.60 2.10

3.78

D7 Sqm. 4 1.50 2.10

12.60

D8 Sqm. 25 0.90 2.10 47.25D9 Sqm. 7 1.80 2.10 26.46D3 Sqm. 9 1.00 2.10 18.90D4 Sqm. 18 0.75 2.10 28.35W1 Sqm. 49 1.80 1.05 92.61W2 Sqm. 9 1.90 1.05 17.96W3 Sqm. 6 1.10 1.05 6.93W4 Sqm. 32 1.20 1.05 40.32W5 Sqm. 4 1.05 1.05 4.41W6 Sqm. 2 1.00 1.05 2.10W7 Sqm. 1 0.96 1.05 1.01

Sub-Total

W9 Sqm. 2 1.00 1.05 2.10W11 Sqm. 2 0.85 1.05 1.79V1 Sqm. 22 1.80 0.75 29.70V2 Sqm. 6 0.75 0.75 3.38V3 Sqm. 4 0.60 0.75 1.80V4 Sqm. 6 0.83 0.75 3.74

461.30

6.5 Supplying and fixing mosquito proof Nikil Coted jali W1 Sqm. 49 1.80 1.05 92.61W2 Sqm. 9 1.90 1.05 17.96

W3 Sqm. 6 1.10 1.05 6.93

W4 Sqm. 32 1.20 1.05 40.32

W5 Sqm. 4 1.05 1.05 4.41

W6 Sqm. 2 1.00 1.05 2.10

W7 Sqm. 1 0.96 1.05 1.01

W9 Sqm. 2 1.00 1.05 2.10

W11 Sqm. 2 0.85 1.05 1.79

V1 Sqm. 22 1.80 0.75 29.70

V2 Sqm. 6 0.75 0.75 3.38

V3 Sqm. 4 0.60 0.75 1.80

V4 Sqm. 6 0.83 0.75 3.74

207.83

6.6 Providing and fixing anodised aluminium grill(anodised transparent or dyed to required shade W1 Sqm. 49 1.80 1.05 92.61

W2 Sqm. 9 1.90 1.05 17.96

W3 Sqm. 6 1.10 1.05 6.93

W4 Sqm. 32 1.20 1.05 40.32

W5 Sqm. 4 1.05 1.05 4.41

W6 Sqm. 2 1.00 1.05 2.10

W7 Sqm. 1 0.96 1.05 1.01

W9 Sqm. 2 1.00 1.05 2.10

W11 Sqm. 2 0.85 1.05 1.79

V1 Sqm. 22 1.80 0.75 29.70

V2 Sqm. 6 0.75 0.75 3.38

V3 Sqm. 4 0.60 0.75 1.80

Sub-Total

Sub-Total

V4 Sqm. 6 0.83 0.75 3.74

207.83

(207.83 x 6kg./sqm) Kg. 6.00 207.83 1246.97

1246.97

6.7

Steel work welded in built up sections/ framedwork, including cutting, hoisting, fixing in positionand applying a priming coat of approved steelprimer using structural steel etc. as required.(Asper DSR Item No. 10.25)In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works(As per DSRItem No. 10.25.1)

Sqm.. 2 5.10 1.10 11.22

(9.24 x 18kg./sqm) Kg. 18 11.22 201.96

201.96

7 STAINLESS STEEL FITTINGS

7.1

Providing and fixing IS : 12817 marked stainlesssteel butt hinges (heavy weight) with stainlesssteel screws etc. complete :(As per DSR Item No.9.71)125x64x2.50 mm (As per DSR Item No. 9.71.1)

D1 Each 144 144.00

D2 Each 76 76.00

D3 Each 36 36.00

D4 Each 72 72.00

D5 Each 64 64.00

D6 Each 12 12.00

D7 Each 16 16.00

D8 Each 100 100.00

D9 Each 28 28.00

548.00

75x50x2.50 mm(As per DSR Item No. 9.71.3)

W1 Each 196 196.00

W2 Each 36 36.00

W3 Each 24 24.00

W4 Each 128 128.00

W5 Each 16 16.00

W6 Each 8 8.00

W7 Each 2 2.00

W9 Each 8 8.00

W11 Each 8 8.00

V1 Each 132 132.00

Sub-Total

Sub-Total

V2 Each 18 18.00

V3 Each 12 12.00

V4 Each 18 18.00

606.00

7.2 Providing and fixing IS : 12817 marked stainlesssteel tower bolts (heavy weight) with stainless 250x10 mm

D1 Each 18 18.00

D2 Each 19 19.00

D5 Each 16 16.00

D6 Each 3 3.00

D7 Each 4 4.00

D8 Each 25 25.00

D9 Each 7 7.00

D3 Each 9 9.00

D4 Each 18 18.00

119.00

100x10 mm

W1 Each 49 49.00

W2 Each 9 9.00

W3 Each 6 6.00

W4 Each 32 32.00

W5 Each 4 4.00

W6 Each 2 2.00

W7 Each 1 1.00

W9 Each 2 2.00

W11 Each 2 2.00

V1 Each 22 22.00

V2 Each 6 6.00

V3 Each 4 4.00

V4 Each 6 6.00

145.00

7.3 Providing and fixing Mortise handle with doubledoor attachment one side Knob 1 , one side key A 125 mm

D1 Nos. 18 18.00

D7 Nos. 4 4.00

22.00

B

Providing and fixing Mortise handle with one sideknb 1 , one side key cylinder ( in sets)

D2 Nos. 19 19.00

D5 Nos. 16 16.00

D6 Nos. 3 3.00

D9 Nos. 7 7.00

D3 Nos. 9 9.00

D4 Nos. 18 18.00

72.00

C Pull handles

D8 Nos. 25 25.00

75mm

W1 Nos. 49 49.00

W2 Nos. 9 9.00

W3 Nos. 6 6.00

W4 Nos. 32 32.00

W5 Nos. 4 4.00

W6 Nos. 2 2.00

W7 Nos. 1 1.00

W9 Nos. 2 2.00

W11 Nos. 2 2.00

V1 Nos. 22 22.00

V2 Nos. 6 6.00

V3 Nos. 4 4.00

V4 Nos. 6 6.00

145.00

7.4 Providing and fixing stainless steel hanging floordoor stopper, complete. (NSR)Twin rubber stopper

D1 Nos. 18 18.00

D2 Nos. 19 19.00

D5 Nos. 16 16.00

D7 Nos. 4 4.00

57.00

7.5 Providing and fixing stainless steel 100 mmmortice latch and lock with 6 levers and a pair of D1 Nos. 18 18.00

D2 Nos. 19 19.00

D5 Nos. 16 16.00

D7 Nos. 4 4.00

57.00

8 PLASTER WORK

8.1 12 mm cement plaster of mix :(As per DSR ItemNo. 13.4):1:6 (1 cement: 6 coarse sand)(As per DSR ItemNo. 13.4.2)

Plaster as per brick work

B.F. sqm 1 27.02 2.85 77.01

sqm 1 244.08 2.85 695.63

G.F. sqm 1 172.19 3.75 645.71

sqm 1 152.58 3.75 572.18

F.F. sqm 1 172.19 3.75 645.71

sqm 1 152.58 3.75 572.18

S.F. sqm 1 130.04 3.75 487.65

sqm 1 195.95 3.75 734.81

3rd. Floor sqm 1 231.12 3.75 866.70

sqm 1 128.93 3.75 483.49

Machien Room & Water tank sqm 1 49.55 2.82 139.73

Perapet wall Plaster sqm 1 121.73 1.20 146.08

6066.87

8.212 mm cement plaster of mix :(As per DSR ItemNo. 13.4):1:6 (1 cement: 6 coarse sand)(As per DSR ItemNo. 13.4.2)Plaster as per brick workB.F. sqm 1 27.02 2.85 77.01

sqm 1 244.08 2.85 695.63

G.F. sqm 1 172.19 3.75 645.71

sqm 1 152.58 3.75 572.18

F.F. sqm 1 172.19 3.75 645.71

sqm 1 152.58 3.75 572.18

S.F. sqm 1 130.04 3.75 487.65

sqm 1 195.95 3.75 734.81

3rd. Floor sqm 1 231.12 3.75 866.70

sqm 1 128.93 3.75 483.49

Machien Room & Water tank sqm 1 49.55 2.82 139.73

Perapet wall Plaster sqm 1 121.73 1.20 146.08

Door & Window deductionD1 Sqm. -18 1.35 2.10 -51.03

D2 Sqm. -19 1.00 2.10 -39.90

D5 Sqm. -16 0.75 2.10 -25.20

D6 Sqm. -3 0.60 2.10 -3.78

D7 Sqm. -4 1.50 2.10 -12.60

D8 Sqm. -25 0.90 2.10 -47.25

D9 Sqm. -7 1.80 2.10 -26.46

D3 Sqm. -9 1.00 2.10 -18.90

D4 Sqm. -18 0.75 2.10 -28.35

W1 Sqm. -49 1.80 1.05 -92.61

W2 Sqm. -9 1.90 1.05 -17.96

W3 Sqm. -6 1.10 1.05 -6.93

W4 Sqm. -32 1.20 1.05 -40.32

W5 Sqm. -4 1.05 1.05 -4.41

W6 Sqm. -2 1.00 1.05 -2.10

W7 Sqm. -1 0.96 1.05 -1.01

W9 Sqm. -2 1.00 1.05 -2.10

W11 Sqm. -2 0.85 1.05 -1.79

Sub-Total

V1 Sqm. -22 1.80 0.75 -29.70

V2 Sqm. -6 0.75 0.75 -3.38

V3 Sqm. -4 0.60 0.75 -1.80

V4 Sqm. -6 0.83 0.75 -3.74

5605.57

8.36 mm cement plaster of mix :(As per DSR Item No.13.16)1:3 (1 cement : 3 fine sand)(As per DSR Item No.13.16.1)Celling Plaster

PASSAGE Sqm. 1 3.80 5.54 21.05

PASSAGE Sqm. 1 5.20 3.58 18.62

PASSAGE Sqm. 1 5.40 1.80 9.72

PASSAGE Sqm. 1 6.18 4.70 29.05

PASSAGE Sqm. 1 1.80 24.38 43.88

PASSAGE Sqm. 1 5.62 6.43 36.14

RICORD ROOM Sqm. 1 9.07 14.00 126.98

CENTRAL STORE Sqm. 1 9.07 9.87 89.52


FIRE STAIRCASE Sqm. 1 4.20 2.64 11.09

Retaining Wall Sqm. 1 34.83 2.85 99.27

Sqm. 1 4.02 2.85 11.44

Sqm. 1 5.62 2.85 16.00

Sqm. 1 13.36 2.85 38.08

Sqm. 1 38.36 2.85 109.33

Sqm. 1 9.96 2.85 28.37G. &

F.F. LAB Sqm. 2 3.22 3.05 19.64

ELEC.ROOM Sqm. 2 1.95 3.24 12.64

CLASS Sqm. 2 3.70 3.25 24.05

ULTRA Sqm. 2 2.43 3.17 15.41

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

WC Sqm. 2 1.50 1.00 3.00

WC Sqm. 2 1.50 1.00 3.00

WC Sqm. 2 1.50 1.00 3.00

TOILET Sqm. 2 6.80 3.37 45.83

PASSAGE Sqm. 2 2.41 2.40 11.57

LOBBY Sqm. 2 5.47 3.02 33.04

STORE Sqm. 2 5.05 4.75 47.98

PASSAGE Sqm. 2 3.77 4.97 37.47

Sub-Total

WARD-6 Sqm. 2 6.45 6.46 83.33

WARD-6 Sqm. 2 6.40 6.48 82.94

WARD-6 Sqm. 2 6.40 6.48 82.94

WARD-6 Sqm. 2 6.40 6.76 86.53

PANTRY Sqm. 2 3.26 1.91 12.45

C/2 Sqm. 2 3.26 1.91 12.45

WARD-6 Sqm. 2 6.04 6.48 78.28

STORE Sqm. 2 6.04 3.28 39.62

TOILET Sqm. 2 1.80 1.50 5.40

NURCE REST ROOM Sqm. 2 4.12 3.11 25.63


DR.REST ROOM Sqm. 2 4.12 3.29 27.11

DR.REST ROOM Sqm. 2 1.91 1.67 6.38

TOILET Sqm. 2 1.80 1.50 5.40

UTCNSILS CLIANING Sqm. 2 2.81 3.06 17.20

MULTI PERPOSE Sqm. 2 3.23 1.94 12.53


CLOTH WASHING Sqm. 2 2.00 1.00 4.00

PASSAGE Sqm. 2 4.20 2.68 22.51

PASSAGE Sqm. 2 2.62 20.17 105.69

PASSAGE Sqm. 2 2.62 10.71 56.12

NURCEING STATION Sqm. 2 2.78 3.94 21.91

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

JENRITOR Sqm. 2 1.05 1.00 2.10

TOILET Sqm. 2 2.51 2.07 10.39

TOILET Sqm. 2 1.00 1.11 2.22

TOILET Sqm. 2 3.89 1.46 11.36

TOILET Sqm. 2 2.11 3.89 16.42

BATH ROOM Sqm. 2 1.55 1.18 3.66

BATH ROOM Sqm. 2 1.55 1.18 3.66

BATH ROOM Sqm. 2 1.55 1.18 3.66

D/U Sqm. 2 2.51 3.16 15.86

S.F. TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 2.30 3.07 7.06

TOILET Sqm. 1 1.61 1.45 2.33

TOILET Sqm. 1 2.62 1.00 2.62

ELEC.ROOM Sqm. 1 2.38 1.95 4.64

LIFT LOBBY Sqm. 1 5.47 3.02 16.52

H.LIFT Sqm. 1 3.07 2.38 7.31

PASSAGE Sqm. 1 3.77 3.98 15.00

PASSAGE Sqm. 1 2.62 33.64 88.14

ASHAGRIHA Sqm. 1 3.93 4.82 18.94

TOILET Sqm. 1 1.25 3.97 4.96

TOILET Sqm. 1 1.00 1.44 1.44

TOILET Sqm. 1 1.00 1.44 1.44

PANTRY Sqm. 1 2.49 1.73 4.31

D/U Sqm. 1 2.90 2.12 6.15

C/U Sqm. 1 3.39 2.12 7.19

NURCING STORE Sqm. 1 3.15 6.41 20.19

S.N.C.U. Sqm. 1 5.62 18.60 104.53

TOILET Sqm. 1 2.40 3.33 7.99

ULTRA SOUND Sqm. 1 2.40 3.10 7.44

PASSAGE Sqm. 1 1.27 2.64 3.35

UTENSILS CLENING Sqm. 1 3.04 2.81 8.54

UTILITY MULTI Sqm. 1 3.23 1.94 6.27


CLOTH WASING Sqm. 1 2.00 1.00 2.00

TOILET Sqm. 1 6.04 1.60 9.66

TOILET Sqm. 1 1.61 0.98 1.58

BATH Sqm. 1 0.90 1.61 1.45

BATH Sqm. 1 0.90 1.61 1.45

WC Sqm. 1 1.00 1.61 1.61

JANRITOR Sqm. 1 0.68 1.61 1.09

WARD-6 Sqm. 1 6.04 6.48 39.14

C/U Sqm. 1 3.60 1.61 5.80

C/U Sqm. 1 3.60 1.61 5.80

NURCING STIOING Sqm. 1 2.78 3.34 9.29

WARD-6 Sqm. 1 6.04 7.18 43.37

TOILET Sqm. 1 1.80 1.50 2.70

SIDE TABLE Sqm. 1 1.94 1.80 3.49


SIDE TABLE Sqm. 1 1.91 1.80 3.44

TOILET Sqm. 1 1.80 1.50 2.70

DOCTOR REST ROOM Sqm. 1 4.12 3.41 14.05

3rd. F. L LOBBY Sqm. 1 2.88 3.04 8.76

PASSAGE Sqm. 1 2.61 41.77 109.02

ELE.ROOM Sqm. 1 2.38 1.95 4.64

RELATION WAITING AREA Sqm. 1 2.30 5.77 13.27


DRINKING WATER Sqm. 1 1.61 2.54 4.09

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.80 1.15 2.07

SIDE TABLE Sqm. 1 1.91 1.54 2.94

NURCES REST ROOM Sqm. 1 4.49 3.16 14.19


SIDE TABLE Sqm. 1 1.91 1.56 2.98

TOILET Sqm. 1 1.80 1.50 2.70

CHAINGE ROOM Sqm. 1 2.11 1.70 3.59



I.C.U. Sqm. 1 5.68 9.56 54.30

C/U Sqm. 1 1.97 3.09 6.09

NURCESING STATION Sqm. 1 2.30 3.20 7.36

D/U Sqm. 1 1.90 3.09 5.87

WD Sqm. 1 3.96 3.16 12.51

Sqm. 1 2.44 1.51 3.68

PELVIC EXAMINATIONS Sqm. 1 2.30 3.33 7.66

ULTRA SOUND Sqm. 1 2.40 3.10 7.44

P.LIFT Sqm. 1 2.51 2.64 6.63

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.24 1.60 3.58

PRIVATE WORD-1 Sqm. 1 2.35 2.57 6.04

PRIVATE WORD-1 Sqm. 1 3.69 4.28 15.79

PRIVATE WORD-2 Sqm. 1 2.35 1.53 3.60

PRIVATE WORD-2 Sqm. 1 3.75 3.18 11.93

PRIVATE WORD-3 Sqm. 1 3.75 3.21 12.04

PRIVATE WORD-3 Sqm. 1 2.30 1.56 3.59

PRIVATE WORD-4 Sqm. 1 2.30 1.45 3.34

PRIVATE WORD-4 Sqm. 1 3.75 3.11 11.66

PRIVATE WORD-5 Sqm. 1 3.75 3.18 11.93

PRIVATE WORD-5 Sqm. 1 2.30 1.53 3.52

PRIVATE WORD-6 Sqm. 1 2.30 1.53 3.52

PRIVATE WORD-6 Sqm. 1 3.80 3.75 14.25

PRIVATE WORD-7 Sqm. 1 3.75 3.18 11.93

PRIVATE WORD-7 Sqm. 1 2.30 1.53 3.52

PRIVATE WORD-8 Sqm. 1 2.30 1.53 3.52

PRIVATE WORD-8 Sqm. 1 3.77 3.21 12.10

PRIVATE WORD-9 Sqm. 1 3.75 3.14 11.78

PRIVATE WORD-9 Sqm. 1 2.30 1.45 3.34

MACHINE ROOM Sqm. 2 6.47 3.05 39.47

PASSAGE Sqm. 2 2.52 4.69 23.64

FIRE TANK Sqm. 2 2.71 4.48 24.28



3004.41

8.4 Making Drip Course in sunshade or FACIA as perdirection E/I including suppl of all material labour W1 Sqm. 49 1.80 0.23 20.29

W2 Sqm. 9 1.90 0.23 3.93

W3 Sqm. 6 1.10 0.23 1.52

W4 Sqm. 32 1.20 0.23 8.83

W5 Sqm. 4 1.05 0.23 0.97

W6 Sqm. 2 1.00 0.23 0.46

W7 Sqm. 1 0.96 0.23 0.22

W9 Sqm. 2 1.00 0.23 0.46

W11 Sqm. 2 0.85 0.23 0.39

V1 Sqm. 22 1.80 0.23 9.11

V2 Sqm. 6 0.75 0.23 1.04

V3 Sqm. 4 0.60 0.23 0.55

V4 Sqm. 6 0.83 0.23 1.15

48.91

8.5 Making grooves 10 to 12 mm. wide x 8mm. Deepin plaster of the wall or in ceilling vertically or Rmt. 1 42.47 28.00 1189.16

1189.16

9 PAINTING WORK

9.1

Providing and applying white cement based puttyof average thickness 1 mm, of approved brandand manufacturer, over the plastered wall surfaceto prepare the surface even and smoothcomplete.(As per DSR Item No. 13.80):

Sqm. 14676.85 14676.85

Sub-Total 14676.85

9.2

Wall painting with acrylic emulsion paint ofapproved brand and manufacture to give an evenshade :(As per DSR Item No. 13.60)

Sub-Total

Sub-Total

Sub-Total

Two or more coats on new work(As per DSR ItemNo. 13.60.1)Same as Plaster Sqm. 1 14676.85 14676.85

Sub-Total 14676.85

9.3

Finishing walls with water proof cement paint ofapproved make and qualityu on new work with twocoats to give an even shade. Including supply ofall material, labour and T&P etc. required forproper completion of the work. (As per PWD SoRItem No. 660+661)As per outer plaster Sqm. 1 14676.85 14676.85

9.4

Wall painting with plastic emulsion paint ofapproved brand and manufacture to give an evenshade :(As per DSR Item No. 13.83.2)Two or more coats on new work(As per DSR ItemNo. 13.83.2)Inner wall Sqm. 1 8609.98 8609.98

8609.98

10

FLOORING

10.1

Providing and laying vitrified floor tiles in differentsizes (thickness to be specified by themanufacturer) with water absorption's less than

Size of Tile 0.60 X 0.60 cm (Rate as per dsr no.11.41.2)PASSAGE Sqm. 1 3.80 5.54 21.05

PASSAGE Sqm. 1 5.20 3.58 18.62

PASSAGE Sqm. 1 5.40 1.80 9.72

PASSAGE Sqm. 1 6.18 4.70 29.05

PASSAGE Sqm. 1 1.80 24.38 43.88PASSAGE Sqm. 1 5.62 6.43 36.14RICORD ROOM Sqm. 1 9.07 14.00 126.98

G. & LAB Sqm. 2 3.22 3.05 19.64

Sub-Total

CLASS Sqm. 2 3.70 3.25 24.05ULTRA Sqm. 2 2.43 3.17 15.41PASSAGE Sqm. 2 2.41 2.40 11.57LOBBY Sqm. 2 5.47 3.02 33.04PASSAGE Sqm. 2 3.77 4.97 37.47WARD-6 Sqm. 2 6.45 6.46 83.33WARD-6 Sqm. 2 6.40 6.48 82.94WARD-6 Sqm. 2 6.40 6.48 82.94WARD-6 Sqm. 2 6.40 6.76 86.53C/2 Sqm. 2 3.26 1.91 12.45WARD-6 Sqm. 2 6.04 6.48 78.28NURCE REST ROOM Sqm. 2 4.12 3.11 25.63NURCE REST ROOM Sqm. 2 1.94 1.67 6.48DR.REST ROOM Sqm. 2 4.12 3.29 27.11DR.REST ROOM Sqm. 2 1.91 1.67 6.38UTCNSILS CLIANING Sqm. 2 2.81 3.06 17.20MULTI PERPOSE Sqm. 2 3.23 1.94 12.53MULTI PERPOSE Sqm. 2 1.00 1.11 2.22CLOTH WASHING Sqm. 2 2.00 1.00 4.00PASSAGE Sqm. 2 4.20 2.68 22.51PASSAGE Sqm. 2 2.62 20.17 105.69PASSAGE Sqm. 2 2.62 10.71 56.12NURCEING STATION Sqm. 2 2.78 3.94 21.91D/U Sqm. 2 2.51 3.16 15.86

S.F. ELEC.ROOM Sqm. 1 2.38 1.95 4.64LIFT LOBBY Sqm. 1 5.47 3.02 16.52PASSAGE Sqm. 1 3.77 3.98 15.00PASSAGE Sqm. 1 2.62 33.64 88.14ASHAGRIHA Sqm. 1 3.93 4.82 18.94D/U Sqm. 1 2.90 2.12 6.15C/U Sqm. 1 3.39 2.12 7.19S.N.C.U. Sqm. 1 5.62 18.60 104.53ULTRA SOUND Sqm. 1 2.40 3.10 7.44PASSAGE Sqm. 1 1.27 2.64 3.35UTENSILS CLENING Sqm. 1 3.04 2.81 8.54UTILITY MULTI Sqm. 1 3.23 1.94 6.27UTILITY MULTI Sqm. 1 1.10 1.00 1.10CLOTH WASING Sqm. 1 2.00 1.00 2.00JANRITOR Sqm. 1 0.68 1.61 1.09WARD-6 Sqm. 1 6.04 6.48 39.14C/U Sqm. 1 3.60 1.61 5.80C/U Sqm. 1 3.60 1.61 5.80NURCING STIOING Sqm. 1 2.78 3.34 9.29WARD-6 Sqm. 1 6.04 7.18 43.37SIDE TABLE Sqm. 1 1.94 1.80 3.49NURCE REST ROOM Sqm. 1 4.12 3.23 13.31SIDE TABLE Sqm. 1 1.91 1.80 3.44DOCTOR REST ROOM Sqm. 1 4.12 3.41 14.05

3rd. F. L LOBBY Sqm. 1 2.88 3.04 8.76PASSAGE Sqm. 1 2.61 41.77 109.02RELATION WAITING AREA Sqm. 1 2.30 5.77 13.27RELATION WAITING AREA Sqm. 1 2.62 3.70 9.69SIDE TABLE Sqm. 1 1.91 1.54 2.94NURCES REST ROOM Sqm. 1 4.49 3.16 14.19DOCTOR REST ROOM Sqm. 1 4.41 3.17 13.98SIDE TABLE Sqm. 1 1.91 1.56 2.98CHAINGE ROOM Sqm. 1 2.11 1.70 3.59CHAINGE ROOM Sqm. 1 2.11 1.70 3.59CHAINGE ROOM Sqm. 1 3.88 3.51 13.62I.C.U. Sqm. 1 5.68 9.56 54.30C/U Sqm. 1 1.97 3.09 6.09NURCESING STATION Sqm. 1 2.30 3.20 7.36

D/U Sqm. 1 1.90 3.09 5.87WD Sqm. 1 3.96 3.16 12.51PELVIC EXAMINATIONS Sqm. 1 2.30 3.33 7.66ULTRA SOUND Sqm. 1 2.40 3.10 7.44PRIVATE WORD-1 Sqm. 1 2.35 2.57 6.04PRIVATE WORD-1 Sqm. 1 3.69 4.28 15.79PRIVATE WORD-2 Sqm. 1 2.35 1.53 3.60PRIVATE WORD-2 Sqm. 1 3.75 3.18 11.93PRIVATE WORD-3 Sqm. 1 3.75 3.21 12.04PRIVATE WORD-3 Sqm. 1 2.30 1.56 3.59PRIVATE WORD-4 Sqm. 1 2.30 1.45 3.34PRIVATE WORD-4 Sqm. 1 3.75 3.11 11.66PRIVATE WORD-5 Sqm. 1 3.75 3.18 11.93PRIVATE WORD-5 Sqm. 1 2.30 1.53 3.52PRIVATE WORD-6 Sqm. 1 2.30 1.53 3.52PRIVATE WORD-6 Sqm. 1 3.80 3.75 14.25PRIVATE WORD-7 Sqm. 1 3.75 3.18 11.93PRIVATE WORD-7 Sqm. 1 2.30 1.53 3.52PRIVATE WORD-8 Sqm. 1 2.30 1.53 3.52

PRIVATE WORD-8 Sqm. 1 3.77 3.21 12.10

PRIVATE WORD-9 Sqm. 1 3.75 3.14 11.78

PRIVATE WORD-9 Sqm. 1 2.30 1.45 3.34

PASSAGE Sqm. 2 2.52 4.69 23.64

JENRITOR Sqm. 2 1.05 1.00 2.10

Skirting Sqm.

PASSAGE Sqm. 2 74.43 1.20 178.63

RICORD ROOM Sqm. 2 23.07 0.10 4.61

LAB Sqm. 2 12.54 1.20 30.10

CLASS Sqm. 2 13.9 1.20 33.36

ULTRA Sqm. 2 11.2 1.20 26.88

PASSAGE Sqm. 2 9.62 1.20 23.09

LOBBY Sqm. 2 16.68 1.20 40.03

PASSAGE Sqm. 2 17.48 1.20 41.95

WARD-6 Sqm. 2 25.82 1.20 61.97

WARD-6 Sqm. 2 25.76 1.20 61.82

WARD-6 Sqm. 2 25.76 1.20 61.82

WARD-6 Sqm. 2 26.32 1.20 63.17

C/2 Sqm. 2 10.34 1.20 24.82

WARD-6 Sqm. 2 25.04 1.20 60.10



DR.REST ROOM Sqm. 2 14.82 1.20 35.57

DR.REST ROOM Sqm. 2 7.16 1.20 17.18

UTCNSILS CLIANING Sqm. 2 11.74 1.20 28.18



CLOTH WASHING Sqm. 2 6 1.20 14.40

PASSAGE Sqm. 2 13.76 1.20 33.02

PASSAGE Sqm. 2 45.58 1.20 109.39

PASSAGE Sqm. 2 26.66 1.20 63.98

NURCEING STATION Sqm. 2 13.44 1.20 32.26

D/U Sqm. 2 11.34 1.20 27.22

LIFT LOBBY Sqm. 2 8.49 1.20 20.38

PASSAGE Sqm. 2 7.75 1.20 18.60

PASSAGE Sqm. 2 36.26 1.20 87.02

ASHAGRIHA Sqm. 2 8.75 1.20 21.00

D/U Sqm. 2 5.02 1.20 12.05

C/U Sqm. 2 5.51 1.20 13.22

S.N.C.U. Sqm. 2 24.22 1.20 58.13

ULTRA SOUND Sqm. 2 5.5 1.20 13.20

PASSAGE Sqm. 2 3.91 1.20 9.38

UTENSILS CLENING Sqm. 2 5.85 1.20 14.04



CLOTH WASING Sqm. 2 3 1.20 7.20

JANRITOR Sqm. 2 2.29 1.20 5.50

WARD-6 Sqm. 2 12.52 1.20 30.05

C/U Sqm. 2 5.21 1.20 12.50

C/U Sqm. 2 5.21 1.20 12.50

NURCING STIOING Sqm. 2 6.12 1.20 14.69

WARD-6 Sqm. 2 13.22 1.20 31.73

SIDE TABLE Sqm. 2 3.74 1.20 8.98


SIDE TABLE Sqm. 2 3.71 1.20 8.90


L LOBBY Sqm. 2 5.92 1.20 14.21

PASSAGE Sqm. 2 44.38 1.20 106.51



SIDE TABLE Sqm. 2 3.45 1.20 8.28

NURCES REST ROOM Sqm. 2 7.65 1.20 18.36


SIDE TABLE Sqm. 2 3.47 1.20 8.33



CHAINGE ROOM Sqm. 2 15.24 1.20 36.58

I.C.U. Sqm. 2 15.24 1.20 36.58

C/U Sqm. 2 5.06 1.20 12.14

NURCESING STATION Sqm. 2 5.5 1.20 13.20

D/U Sqm. 2 4.99 1.20 11.98

WD Sqm. 2 7.12 1.20 17.09

PELVIC EXAMINATIONS Sqm. 2 5.63 1.20 13.51

ULTRA SOUND Sqm. 2 5.5 1.20 13.20

PRIVATE WORD-1 Sqm. 2 4.92 1.20 11.81

PRIVATE WORD-1 Sqm. 2 7.97 1.20 19.13

PRIVATE WORD-2 Sqm. 2 3.88 1.20 9.31

PRIVATE WORD-2 Sqm. 2 6.93 1.20 16.63

PRIVATE WORD-3 Sqm. 2 6.96 1.20 16.70

PRIVATE WORD-3 Sqm. 2 3.86 1.20 9.26

PRIVATE WORD-4 Sqm. 2 3.75 1.20 9.00

PRIVATE WORD-4 Sqm. 2 6.86 1.20 16.46

PRIVATE WORD-5 Sqm. 2 6.93 1.20 16.63

PRIVATE WORD-5 Sqm. 2 3.83 1.20 9.19

PRIVATE WORD-6 Sqm. 2 3.83 1.20 9.19

PRIVATE WORD-6 Sqm. 2 7.55 1.20 18.12

PRIVATE WORD-7 Sqm. 2 6.93 1.20 16.63

PRIVATE WORD-7 Sqm. 2 3.83 1.20 9.19

PRIVATE WORD-8 Sqm. 2 3.83 1.20 9.19

PRIVATE WORD-8 Sqm. 2 6.98 1.20 16.75

PRIVATE WORD-9 Sqm. 2 6.89 1.20 16.54

PRIVATE WORD-9 Sqm. 2 3.75 1.20 9.00

PASSAGE Sqm. 2 14.42 1.20 34.61

JENRITOR Sqm. 2 4.1 1.20 9.84

4352.20

10.2

Providing and fixing Ist quality ceramic glazed walltiles conforming to IS : 15622 (thickness to bespecified by the manufacture ) of approved makein all colours, shades except burgundy, bottlegreen, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dadosover 12 mm thick bed of cement Mortar 1:3 (1cement : 3 coarse sand) and jointing with greycement slurry @ 3.3kg per sqm including pointingin white cement mixed with pigment of matchingshade complete. (As per DSR Item No. 11.36)

BATH ROOM Sqm. 4 0.90 2.10 7.56

Sqm. 4 1.50 2.10 12.60

BATH ROOM Sqm. 4 0.90 2.10 7.56

Sqm. 4 1.50 2.10 12.60

BATH ROOM Sqm. 4 0.90 2.10 7.56

Sqm. 4 1.50 2.10 12.60

WC Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.00 2.10 8.40

WC Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.00 2.10 8.40

WC Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.00 2.10 8.40

TOILET Sqm. 4 6.80 2.10 57.12

Sqm. 4 3.37 2.10 28.31

PANTRY Sqm. 4 3.26 1.20 15.65

Sqm. 4 1.91 1.20 9.17

TOILET Sqm. 4 1.80 2.10 15.12

Sqm. 4 1.50 2.10 12.60

TOILET Sqm. 4 1.80 2.10 15.12

Sqm. 4 1.50 2.10 12.60

WC Sqm. 4 1.30 2.10 10.92

Sqm. 4 1.00 2.10 8.40

WC Sqm. 4 1.30 2.10 10.92

Sqm. 4 1.00 2.10 8.40

WC Sqm. 4 1.30 2.10 10.92

Sqm. 4 1.00 2.10 8.40

TOILET Sqm. 4 2.51 2.10 21.08

Sqm. 4 2.07 2.10 17.39

TOILET Sqm. 4 1.00 2.10 8.40

Sqm. 4 1.11 2.10 9.32

TOILET Sqm. 4 3.89 2.10 32.68

Sqm. 4 1.46 2.10 12.26

TOILET Sqm. 4 2.11 2.10 17.72

Sqm. 4 3.89 2.10 32.68

BATH ROOM Sqm. 4 1.55 2.10 13.02

Sqm. 4 1.18 2.10 9.91

BATH ROOM Sqm. 4 1.55 2.10 13.02

Sqm. 4 1.18 2.10 9.91

BATH ROOM Sqm. 4 1.55 2.10 13.02

Sqm. 4 1.18 2.10 9.91

TOILET Sqm. 2 1.50 2.10 6.30

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 2.30 2.10 9.66

Sqm. 2 3.07 2.10 12.89

TOILET Sqm. 2 1.61 2.10 6.76

Sqm. 2 1.45 2.10 6.09

TOILET Sqm. 2 2.62 2.10 11.00

Sqm. 2 1.00 2.10 4.20

TOILET Sqm. 2 1.25 2.10 5.25

Sqm. 2 3.97 2.10 16.67

TOILET Sqm. 2 1.00 2.10 4.20

Sqm. 2 1.44 2.10 6.05

TOILET Sqm. 2 1.00 2.10 4.20

Sqm. 2 1.44 2.10 6.05

PANTRY Sqm. 2 2.49 2.10 10.46

Sqm. 2 1.73 2.10 7.27

TOILET Sqm. 2 2.40 2.10 10.08

2 3.33 2.10 13.99

TOILET Sqm. 2 6.04 2.10 25.37

Sqm. 2 1.60 2.10 6.72

TOILET Sqm. 2 1.61 2.10 6.76

Sqm. 2 0.98 2.10 4.12

BATH Sqm. 2 0.90 2.10 3.78

Sqm. 2 1.61 2.10 6.76

BATH Sqm. 2 0.90 2.10 3.78

Sqm. 2 1.61 2.10 6.76

WC Sqm. 2 1.00 2.10 4.20

Sqm. 2 1.61 2.10 6.76

TOILET Sqm. 2 1.80 2.10 7.56

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 1.80 2.10 7.56

Sqm. 2 1.50 2.10 6.30


Sqm. 2 2.54 2.10 10.67

TOILET Sqm. 2 1.50 2.10 6.30

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 1.50 2.10 6.30

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 1.80 2.10 7.56

Sqm. 2 1.15 2.10 4.83

TOILET Sqm. 2 1.80 2.10 7.56

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.56 2.10 6.55

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.56 2.10 6.55

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.53 2.10 6.43

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.53 2.10 6.43

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.53 2.10 6.43

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.53 2.10 6.43

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.53 2.10 6.43

TOILET Sqm. 2 2.18 2.10 9.16

Sqm. 2 1.53 2.10 6.43

TOILET Sqm. 2 2.24 2.10 9.41

Sqm. 2 1.60 2.10 6.72


Sqm. 4 3.05 1.20 14.64


Sqm. 4 2.68 1.20 12.86

FIRE TANK Sqm. 4 2.71 2.42 26.23

Sqm. 4 4.48 2.42 43.37


Sqm. 4 1.80 2.42 17.42


Sqm. 2 9.87 1.20 23.69


Sqm. 2 6.39 1.20 15.34

STORE Sqm. 4 5.05 1.20 24.24

Sqm. 4 4.75 1.20 22.80


Sqm. 2 6.41 1.20 15.38

STORE Sqm. 4 6.04 1.20 28.99

Sqm. 4 3.28 1.20 15.74

Sub-Total 1410.28

10.3

Providing and laying Ceramic glazed floor tiles300x300 mm (thickness to be specified by themanufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White,Ivory, Grey, Fume Red Brown, laid on 20 mm thickCement Mortar 1:4 (1 Cement : 4 Coarse sand)including pointing the joints with white cement andmatching pigment etc., complete. (dsr no.-11.37)

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

WC Sqm. 2 1.50 1.00 3.00

WC Sqm. 2 1.50 1.00 3.00

WC Sqm. 2 1.50 1.00 3.00

TOILET Sqm. 2 6.80 3.37 45.83

PANTRY Sqm. 2 3.26 1.91 12.45

TOILET Sqm. 2 1.80 1.50 5.40

TOILET Sqm. 2 1.80 1.50 5.40

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

JENRITOR Sqm. 2 1.05 1.00 2.10

TOILET Sqm. 2 2.51 2.07 10.39

TOILET Sqm. 2 1.00 1.11 2.22

TOILET Sqm. 2 3.89 1.46 11.36

TOILET Sqm. 2 2.11 3.89 16.42

BATH ROOM Sqm. 2 1.55 1.18 3.66

BATH ROOM Sqm. 2 1.55 1.18 3.66

BATH ROOM Sqm. 2 1.55 1.18 3.66

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 2.30 3.07 7.06

TOILET Sqm. 1 1.61 1.45 2.33

TOILET Sqm. 1 2.62 1.00 2.62

TOILET Sqm. 1 1.25 3.97 4.96

TOILET Sqm. 1 1.00 1.44 1.44

TOILET Sqm. 1 1.00 1.44 1.44

PANTRY Sqm. 1 2.49 1.73 4.31

TOILET Sqm. 1 2.40 3.33 7.99

TOILET Sqm. 1 6.04 1.60 9.66

TOILET Sqm. 1 1.61 0.98 1.58

BATH Sqm. 1 0.90 1.61 1.45

BATH Sqm. 1 0.90 1.61 1.45

WC Sqm. 1 1.00 1.61 1.61

TOILET Sqm. 1 1.80 1.50 2.70

TOILET Sqm. 1 1.80 1.50 2.70


TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.80 1.15 2.07

TOILET Sqm. 1 1.80 1.50 2.70

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.24 1.60 3.58



FIRE TANK Sqm. 2 2.71 4.48 24.28




STORE Sqm. 2 5.05 4.75 47.98


STORE Sqm. 2 6.04 3.28 39.62

582.78Sub-Total

10.4

Providing and fixing 18mm thick gang saw cutmirror polished premoulded and prepolished)machine cut for kitchen platforms, vanity counters,window sills , facias and similar locations ofrequired size of approved shade, colour andtexture laid over 20mm thick base cement mortar1:4 (1 cement : 4 coarse sand) with joints treatedwith white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing,moulding and polishing to edge to give high glossfinish etc. complete at all levels.(dsr.no.-8.2)

Granite of any color and shade. (dsr.no.-8.2.2.1)Pantery Sqm. 2 3.26 0.60 3.91

Stair Case

Trade Sqm. 130 2.00 0.30 78.00

Riser

Sqm.

135 2.00 0.15 40.50

Landing Sqm. 10 2.02 2.00 40.40

Skirting Sqm. 1 16.00 0.10 1.60

Stair Case

Trade Sqm. 130 1.25 0.30 48.75

Riser Sqm. 135 1.25 0.15 25.31

Landing Sqm. 5 2.80 1.25 17.50

Skirting Sqm. 1 13.87 0.10 1.39

257.36

10.5

Kota stone slab flooring over 20 mm (average)thick base laid over and jointed with grey cementslurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4coarse sand) :(dsr.no.-11.26)

25 mm thick(dsr.no.-11.26.1)ELEC.ROOM Sqm. 2 1.95 3.24 12.64

ELE.ROOM Sqm. 1 2.38 1.95 4.64

17.28

Sub-Total

Sub-Total

10.6

2.5cm. Thick 1:2:4 plane cement concrete floorwithout base concret.cement, approved coarseand 4.0cm. Graded approved stone ballast laid inpanels finished with 3mm floating coat of neatcement or cement and marble dust in ratio of 5:1as specified over and including 8cm. thick baseconcret consisting of cement local sand and brickballast 4cm. gauge in the proportion of 1:4 : 8 andremoving any overlapping mortar at the joints ofthe panels if any and giving them a uniform finish,including supply of all materials, labour, T & P etc.required for proper completion of the work. (AsPWD SoR Item No. 605)

ELEC.ROOM Sqm. 2 1.95 3.24 12.64

ELE.ROOM Sqm. 1 2.38 1.95 4.64

Skirting 2 14.71 1.20 35.30

52.58

11 ROOFING

11.1

Providing and laying water proofing treatment insunken portion of WCs, bathroom etc., by applyingcement slurry mixed with water proofing cementcompound consisting of applying : a) First layer ofslurry of cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/sqm. Thislayer will be allowed to air cure for 4 hours. b)Second layer of slurry of cement @ 0.242 kg/sqmmixed with water proofing cement compound @0.126 kg/sqm. This layer will be allowed to air curefor 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipesand masonry with polymer mixed slurry. (dsr. no. -22.5)

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

WC Sqm. 2 1.50 1.00 3.00

Sub-Total

WC Sqm. 2 1.50 1.00 3.00

WC Sqm. 2 1.50 1.00 3.00

TOILET Sqm. 2 6.80 3.37 45.83

PANTRY Sqm. 2 3.26 1.91 12.45

TOILET Sqm. 2 1.80 1.50 5.40

TOILET Sqm. 2 1.80 1.50 5.40

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

JENRITOR Sqm. 2 1.05 1.00 2.10

TOILET Sqm. 2 2.51 2.07 10.39

TOILET Sqm. 2 1.00 1.11 2.22

TOILET Sqm. 2 3.89 1.46 11.36

TOILET Sqm. 2 2.11 3.89 16.42

BATH ROOM Sqm. 2 1.55 1.18 3.66

BATH ROOM Sqm. 2 1.55 1.18 3.66

BATH ROOM Sqm. 2 1.55 1.18 3.66

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 2.30 3.07 7.06

TOILET Sqm. 1 1.61 1.45 2.33

TOILET Sqm. 1 2.62 1.00 2.62

TOILET Sqm. 1 1.25 3.97 4.96

TOILET Sqm. 1 1.00 1.44 1.44

TOILET Sqm. 1 1.00 1.44 1.44

PANTRY Sqm. 1 2.49 1.73 4.31

TOILET Sqm. 1 2.40 3.33 7.99

TOILET Sqm. 1 6.04 1.60 9.66

TOILET Sqm. 1 1.61 0.98 1.58

BATH Sqm. 1 0.90 1.61 1.45

BATH Sqm. 1 0.90 1.61 1.45

WC Sqm. 1 1.00 1.61 1.61

TOILET Sqm. 1 1.80 1.50 2.70

TOILET Sqm. 1 1.80 1.50 2.70


TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.80 1.15 2.07

TOILET Sqm. 1 1.80 1.50 2.70

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.24 1.60 3.58



FIRE TANK Sqm. 2 2.71 4.48 24.28




STORE Sqm. 2 5.05 4.75 47.98


STORE Sqm. 2 6.04 3.28 39.62

582.78

11.2

Providing and laying integral cement based waterproofing treatment including preparation of surfaceas required for treatment of roofs, balconies,terraces etc consisting of following operations: a)Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofingcompound conforming to IS. 2645 and approvedby Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height includingcleaning the surface before treatment. b) Layingbrick bats with mortar using broken bricks/brickbats 25 mm to 115 mm size with 50% of cementmortar 1:5 (1 cement : 5 coarse sand) admixedwith water proofing compound conforming to IS :2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 andapproved by Engineer-in-charge to required slopeand treating similarly the adjoining walls upto 300mm height including rounding of junctionsof walls and slabs c) After two days of propercuring applying a second coat of cement slurryusing 2.75 kg/ sqm of cement admixed with waterproofing compound conforming to IS : 2645 andapproved by Engineer-in-charge. d) Finishing thesurface with 20 mm thick

jointless cement mortar of mix 1:4 (1 cement :4coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approvedby Engineer-in-charge including laying glass fibrecloth of approved quality in top layer of plaster andfinally finishing the surface with trowel with neatcement slurry and making pattern of 300x300 mmsquare 3 mm deep. e) The whole terrace sofinished shall be flooded with water for a minimumperiod of two weeks for curing and for final test. Allabove operations to be done in order and asdirected and specified by the Engineer-in-Charge :

With average thickness of 120 mm andminimumthickness at khurra as 65 mm. (dsr no. -22.7.1) Sqm. 1 43.66 16.32 712.73

Sqm. -1 8.53 9.32 -79.50

Sqm. -1 3.17 5.92 -18.77

Sqm. -1 6.86 2.94 -20.17

594.30

11.3

Providing &Fixing Wall cladding 20-25 mm thickGranite highly polished on external wall ofstructure including all necessary scaffolding andcost of LATTICRETE adhesive and making groove

1 2.35 2.85 6.70

1 2.65 2.85 7.55

4 2.35 3.75 35.25

4 2.65 3.75 39.75

Open(-) -5 2.35 2.10 -24.68

64.58

11.4

Providing and fixing stainless steel ( Grade 304)staircase with railing, balusters, rail etc (railing,balusters, rail etc. are to be measured and paidseparately ) made of Hollow tubes, channels,plates / perforated plates ( thickness not less than1.25 mm ) including welding, grinding, buffing,polishing and making curvature (whereverrequired) and fitting the same with necessarystainless steel nuts and bolts complete i.e. fixingthe stair with necessary accessories & stainlesssteel dash fasteners , stainless steel bolts etc., ofrequired size, to already casted R.C.C. /P.C.C.floor / beam with suitable arrangement tofixing the flights in proper location as per thedrawing and instruction of Engineer-in-charge. (for payment purpose only weight of stainless steelmembers shall be considered excluding fixingaccessories such as nuts, bolts, fasteners etc.)(NSR)

Stair Case Rmt. 36.80 36.80

Stair Case Rmt. 43.10 43.10

79.90Sub-Total

Sub-Total

Sub-Total

S.No. Description Unit Qty Rate Amount

1 Earth work excavation (DSR 2013 2.8.1) m3

155

2 Extra for additional lift (DSR 2013 2.26.1) m3

100

3 Lean Concrete (DSR 2013 4.1.10) m3

3

4 Brick Work (DSR 2013 6.1.1) m3

45

5 R.C.C. slab Top (DSR 2013 5.1.3) m3

4

6 Steel reinforcement (DSR 2013 5.22.1) Kg 400

7 Centering & Shuttering (DSR 2013 5.9.1) m2

24

8 Refilling Earth (DSR 2013 2.25) m3

20

9 Sand filling (DSR 2013 24.7) m3

7.5

10 Stone boulders (DSR 2013 24.5) m3

7.5

11 Gravel (Stone) (DSR 2013 24.6) m3

7.5

12 Boring 400 mm Dia (DSR 2013 24.1.1.3) mtr 40

13

uPVC 200 mm dia pipe perforted (DSR 2013

24.4.3) mtr 28

14 uPVC 200 PVC plain pipe (DSR 2013 24.3.3) mtr 5

15 SRFC manhole covers (DSR 2013 19.19.3.1) No. 3

16 P/F P.V.C coated foot rest (DSR 2013 19.16) Each 30

17

P.C.C. flooring in desilling chamber (DSR 2013

11.3.1) m² 3

18

12 mm Cement Plaster 1:3 in desilling chamber

(DSR 2013 13.7.1) m² 20

TOTAL

Say

Rain Water Harvesting Well

ANALYSIS FOR HARVESTING WELL

S.No. Description Amount

1.00 SANITARY INSTALLATION Rs.

2.00 SOIL WASTE AND RAIN WATER PIPES Rs.

3.00 WATER SUPPLY Rs.

4.00 DRAINAGE AND SEWERAGE Rs.

5.00 NON SCHEDULE ITEMS Rs.

6.00 HARVESTING WELL Rs.

TOTAL Rs.

Add 3% Contengencies Rs.

GRAND TOTAL Rs.

Note : The Estimated cost does not include of following cost:

1 Sewerage Treatment Plant.

2 Solar Hot Water System

3 Quantities for external works are tentative as these will

onnect to existing service.

BILL OF QUANTITY FOR FRONT BLOCK (PHASE I), QUEEN MARRY HOSPITAL, LUKNOW

SUMMARY


S.No. DESCRIPTION OF ITEMSQty. Unit Rate Amount

1.00 DSR'13

Code

SUBHEAD I : SANITARY INSTALLATION

(Based on DSR 2013)1.01 17.3 Providing and fixing white vitreous china pedestal type water

closet (European type) with seat and lid, 10 litre low level white

vitreous china flushing cistern & C.P. flush bend with fittings &

C.I.brackets, 40mm flush bend, overflow arrangement with

specials of standard make and mosquito proof coupling of

approved municipal design complete including painting of fittings

and brackets, cutting and making good the walls and floors

wherever required :

a) 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. 13 each

1.02 17.31 Providing and fixing 600x450 mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm thick

hard board ground fixed to wooden cleats with C.P. brass screws

and washers complete. 18 each

1.03 17.34 Providing and fixing toilet paper holder :

a) 17.34.2 Vitreou China 13 each

2.00 SUBHEAD II : SOIL WASTE AND RAIN WATER PIPE :

2.01 17.60 Providing and fixing trap of self cleansing design with screwed

down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors :

a) 17.60.1 100 mm inlet and 100 mm outlet

17.60.1.1 Sand cast iron S&S as per IS: 3989.

25 each

3.00 SUBHEAD III : WATER SUPPLY


pipes,having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, including fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent cement and testing

of joints complete as per direction of Engineer in Charge.

Internal work - Exposed on wall a) 18.7.2 20 mm nominal bore 10 Mtr


c) 18.7.4 32 mm nominal bore

50 Mtr

d) 18.7.5 40 mm nominal bore 30 Mtr

e) 18.7.6 50 mm nominal bore 30 Mtr

3.02 18..8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, i/c fixing the

pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent cement and the cost

of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

TOTAL OF SUB HEAD II CARRIED OVER TO SUMMARY : Rs.

TOTAL OF SUB HEAD I CARRIED OVER TO SUMMARY : Rs.


Concealed work, including cutting chases and making good the

walls etc.

a) 18.8.1 15 mm nominal bore 175 Mtr




pipes, having thermal stability for hot & cold water supply

including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement

,trenching ,refilling & testing of joints complete as per direction of

Engineer in Charge.

External worka) 18.9.6 50 mm nominal bore 50 Mtr

3.04 18.13 Making connection of G. I. distribution branch with G.I. main of

following sizes by providing and fixing tee, including cutting and

threading the pipe etc. complete :

18013.2 50 to 80 mm nominal bore 1 each

3.05 18.16 Providing and fixing brass stop cock of approved quality :


3.06 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) :


b) 18.17.2 32 mm nominal bore. 4 each

c) 18.17.3 40 mm nominal bore 3 each

d) 18.17.4 50 mm nominal bore 2 each

3.07 18.21 Providing and fixing uplasticised PVC connection pipe with brass

unions :

a) 18.21.1 30 cm length

18.21.1.1 15 mm nominal bore

87 each

3.08 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm

inlet :

18.22.2 150 mm diameter 5 each


3.09 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice

valve, with C.I. surface box 100mm. top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and

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

stone aggregate 20mm nominal size ) , i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design :

a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5. 1 each

3.10 18.51 Providing and fixing C.P. brass long body bib cock of approved

quality conforming to IS standards and weighing not less than

690 gms.


3.11 18.52 Providing and fixing C.P. brass stop cock (concealed) of

standard design and of approved make conforming to IS:8931.


3.12 18.53 Providing and fixing C.P. brass angle valve for basin mixer and

geyser points of approved quality conforming to IS:8931 a) 15

mm nominal bore


3.13 18.18 Providing and fixing ball valve (brass) of approved quality, High

or low pressure, with plastic floats complete :


4.00 SUB HEAD IV : DRAINAGE AND SEWERAGE

4.01 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator)/ manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan) including dressing

of sides and ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50 m.


4.02 2.10 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming

of bottoms, depth upto 1.5 m including getting out the excavated

soil, and then returning the soil as required, in layers not

exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a lead of 50 m :

TOTAL OF SUB HEAD III CARRIED OVER TO SUMMARY : Rs.


a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

mm dia. 325 Mtr

4.03 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of

soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is

over corresponding basic item for depth upto 1.5 metre).

a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

mm dia. 25 Mtr

4.04 2.25 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m. 50 cum

4.05 2.26 Extra for every additional lift of 1.5 m or part thereof in

excavation /banking excavated or stacked materials.


4.06 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1

with stiff mixture of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of joints etc. complete :

a) 19.1.1 100 mm diameter 10 Mtr

b) 19.1.3 200 mm diameter 150 Mtr

4.07 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5


all-round S.W. pipes including bed concrete as per standard

design:

a) 19.2.1 100 mm diameter S.W. pipe 10 Mtr

b) 19.2.3 200 mm diameter S.W. pipe 150 Mtr

c) 19.2.4 250 mm diameter S.W. pipe 15 Mtr

d) 300 mm diameter RCC pipe 150 Mtr

4.08 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water

tight C.I. cover with frame of 300 x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not

less than 2.70 kg as per standard design :

a) 19.4.1 100x100 mm size P type



4.09 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.

pipes with collars jointed with stiff mixture of cement mortar in

the proportion of 1:2 (1 cement : 2 fine sand) including testing of

joints etc. complete :

a) 19.6.3 250 mm dia. R.C.C. pipe 15 Mtr

b) 19.6.4 300 mm dia. R.C.C. pipe 150 Mtr


4.10 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), foundation concrete 1:4:8 mix (1 cement : 4

coarse sand : 8 graded stone aggregate 40mm nominal size),

inside plastering 12mm thick with cement mortar 1:3 (1 cement :

3 coarse sand) finished with floating coat of neat cement and

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

sand : 4 graded stone aggregate 20mm nominal size) finished

with a floating coat of neat cement complete as per standard

design :

a) 19.7.2 Inside size 120x90 cm and 90 cm deep including polycrete cover

with frame (medium duty) 500 mm internal diameter and fixing in

cement concrete top slab complete in all respects.



4.11 19.8 Extra for depth for manholes

a) 19.8.2 Size 120x90 cm



4.12 19.9 Constructing brick masonry circular type manhole 0.91m internal

dia at bottom and 0.56m dia at top in cement mortar 1:4 (1

cement :4 coarse sand), in side cement plaster 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished with a

floating coat of neat cement, foundation concrete 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 40mm

nominal size), and making necessary channel in cement

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

aggregate 20mm nominal size) finished with a floating coat of

neat cement, all complete as per standard design :

a) 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20

grade designation) 560mm internal diameterconforming to I.S.

12592, total weight of cover and frame to be not less than

182kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand

: 4 graded stone aggregate 20 mmnominal size) including

centering, shuttering all complete.(Excavation, foot rests and

12mm thick cement plaster atthe external surface shall be paid

for separately) :


designation 7.5

6 each


bottom) beyond 0.91m to 1.67m

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class



4.14 19.11 Constructing brick masonry circular manhole 1.22m internal dia

at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement

:4 coarse sand) inside cement plaster 12mm thick with cement

mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat

of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 40mm nominal size) and

making necessary channel in cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20mm nominal size)

finished with a floating coat of neat cement, all complete as per

standard design :

a) 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD20

grade designation) 560mm internal diameter conforming to I.S.

12592, total weight of cover and frame to be not less than 182kg.

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

graded stone aggregate 20mm nominal size) including centering,

shuttering all complete. (Excavation, foot rests and 12 mm thick

cement plaster at the external surface shall be paid for

separately) :


designation 7.5

2 each


bottom) beyond 1.68 m to 2.29 m :



4.16 19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910 on 12mm dia steel bar

conforming to IS : 1786 having minimum cross section as 23 65 each

4.17 19.21 Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with

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

stone aggregate 20 mm nominal size) cement plastered on both

sides with cement mortar 1:3 (1 cement : 3 coarse sand),

finished with a floating coat of neat cement and making

necessary channels for the drain etc. complete :

a) 19.21.2 For pipes 250 to 300 mm diameter

4 each

4.18 19.23 Extra for depths beyond 60 cm of sand cast iron drop connection

complete :

19.23.1 For 100 mm dia sand cast iron drop connection 2 mtr

5.00 SUB HEAD IV : NON SCHEDULE ITEMS

TOTAL OF SUB HEAD IV CARRIED OVER TO SUMMARY : Rs.


5.01 MR Providing and fixing centrifugal cast iron, soil, waste and vent

pipes including all fittings (plain or access door) (NECO make

confriming to IS 3989 : 1984 or approved equivalent make) e.g.

bends, junctions, cowls, offsets, access pieces etc., jointing with

dripseal joints as per drawing, fixed with C.I clamps(NECO make

confirming to IS 1729 or approved equivalent make) fixed in

cement concrete blocks of size 10x10x10cms in 1:2:4 mix (1

cement : 2 coarse sand : 4 stone aggregate 20 mm nominal

size) including cutting holes in wall/floors and making good


Note: The length of soil, waste and vent pipes will be measured

along centre line of pipe and fitting including joints, nothing extra

will be payable for any kind of fittings, clamps, dripseal and

jointing.

a) 100 mm dia. 425 Mtr

b) 150 mm dia. 120 Mtr







a) White vitreous china flat back wash basin size 550x400 mm

with 15 mm dia C.P. brass single hole mixer. 11 each







a) White vitreous china under counter oval wash basin size

560x410 mm with 15 mm dia C.P. brass single hole mixer. 7 each

5.04 MR Providing and fixing C.P. brass towel rail 600x200 mm size with

S.S. screws wooden cleats including necessary fittings cutting 9 each

5.05 MR Providing and fixing Hospital bed pan sink with P trap, size 600 x

450 mm with 10 litres C.I. High level flushing cistern flush pipe,

C.I./M.S. bracket painting with 3 coats of white paint complete

with accessories, C.P. brass fittings with vertical jet horizontal

spray complete with control cocks. 4 each


5.06 MR Providing and fixing, testing and commissioning of storage type

water heater (Geyser) etc. with automatic thermostatic control a) 25 Litres 4 each

b) 35 Litres 9 each

5.07 MR Providing and fixing G.I. (heavy class) waste pipes (Jindal Hissar

make or approved equivalent make) conforming to IS: 1239 and

fittings (Zoloto make or approved equivalent make) with M.S.

clamp/hook including cutting threads and jointing with white lead,

cutting chases and holes in RCC/Brick wall/Ceilings and making

good the same in cement mortar 1:3 ( 1 cement : 3 coarse sand

) to match with the surroundings for waste from wash basins,

urinals, kitchen sink, pump deliveries and suction etc including

painting of pipes, fittings and clamps complete as directed by

Engineer in charge.



5.08 MR Providing and laying cement concrete 1:2:4 (1 cement :2 coarse

sand: 4 stone aggregate 20 mm, down gauge) 75mm in bed and

alround C.I. soil and waste pipe under floor/vertical wall including

centering and shuttering wherever required.

a) 100 mm dia 25 Mtr

5.09 MR Providing and fixing cast brass clean out plug with suitable insert

keys for opening in brass cap, male threaded joint with G.I.

socket caulked to pipe/fitting of H.C.I. or C.I. (L.A.) pipe as

required complete in all respects. 20 each

5.10 MR Providing and fixing S.S. hinged grating, 125mm dia with frame

(CAMRY make Cat. No. SKDH-05 or approved equivalent make)

including setting in floor with cement mortar 1:3 (1 cement : 3

coarse sand) including cutting and making good the floor


25 each

5.11 MR Providing and fixing 500 mm dia cast iron (medium duty) water

tank cover with frame, double Seal with lockable arrangement

complete in all respects. (Total weight of cover & frame to be not

less than 116 kgs.) 4 each

5.12 MR Providing and fixing 100 mm dia G.I. vent pipe (heavy

class)(Jindal Hissar make or approved equivalent) 1 MTR. high

hinged with brass mosquito proof grating elbow with fittings

complete as directed by Engineer in charge. 4 each

5.13 MR Providing and fixing M.S. pipe (Jindal Hissar make or approved

equivalent) heavy duty sleeve 600 mm long, (threaded upto

65mm dia and flanged for 80 mm dia and above) on both sides

and 6 mm thick M.S. plate 100 mm wide welded alround the

pipe, including making holes in the flanges complete as directed



a) 40 mm dia 2 each

b) 50 mm dia 6 each

c) 100 mm dia 2 each

d) 150 mm dia 1 each

TOTAL OF SUB HEAD V CARRIED OVER TO SUMMARY : Rs.

S.l.

NoDESCRIPTION OF ITEM S.O.R. QUANTITY UNIT RATES AMOUNT

1 2 3 4 5 6 7

1 foundation ( separate)

2

Supplying and filling in plinth with

Jamuna sand under floors,

including

watering, ramming, consolidating

and dressing complete.

2.27 571.79 m³

2a

Diluting and injecting chemical

emulsion for anti-termite

treatment (excluding the cost of

chemical emulsion) :

With Chlorpyriphos/Lindane E.C.

20% with 1% concentration Anly 978.73 m²

3


concrete1;4;8( 1 cement:4 fine

sand : 8 graded brick aggregate

40mm. Nominal size) and curing

complete including cost of

formwork in foundation and

floors.

281 76.04 m³

4

Providing and laying in position

machine batched and machine



work, using cement content as

per approved

design mix,



conc. to site of laying ,

excluding the cost of centering,

shuttering


including cost of admixtures in

recommended

proportions as per IS : 9103 to

accelerate/ retard setting of

concrete,


impairing strength and

durability as per

direction of the Engineer - in -

charge. All works upto plinth

level

A Column

BILL OF QUANTITY ( superstructure)

Name of work:- CONSTRUCTION OF FRONT BLOCK OF 100 BEDDED MCH AT QUEEN

MARY HOSPITAL LUCKNOW.

S.l.


1 2 3 4 5 6 7




i G.F 5.33.2 43.56 m³

II F.F Column 5.33.2 34.61 m³

iii S.F Column 5.33.2 6.48 m³

B Beam

i G.F 5.33.2 57.57 m³

ii F.F 5.33.2 57.57 m³

iii S.F 5.33.2 10.29 m³

C Slab

I G.F 5.33.2 124.09 m³

ii F.F 5.33.2 124.09 m³

E S.F 5.33.2 12.92 m³

D Stair Case

i G.F 5.33.2 11.31 m³

ii F.F 5.33.2 9.14 m³

E Lintel Bend & Projection 5.33.2 14.12 m³

5

Reinforcement for R.C.C. work

including straightening, cutting,

bending, placing

in position and binding all

complete Thermo-Mechanically

Treated bars.

504 672.38 Qtl

6

Brick work with common burnt

clay F.P.S. (non modular)

bricks of class

designation 7.5 in

superstructure above plinth

level up to floor V level in

all shapes and sizes in Cement

mortar 1:6 (1 cement : 6

coarse sand)

A Super Structure

i G.F 6.4.2 191.00 m³

ii F.F 6.4.2 159.49 m³

iii Parapet 6.4.2 28.75 m³

7

Half brick masonry with

common burnt clay F.P.S. (non

modular) bricks

of class designation 7.5 in


level up to floor V

level Cement mortar 1:4 (1

cement :4 coarse sand)i G.F 6.13.2 10.68 m²

ii F.F 6.13.2 1310.74 m²

S.l.


1 2 3 4 5 6 7




8

Providing and laying integral

cement based water proofing

treatment

including preparation of

surface as required for

treatment of roofs,

balconies, terraces etc

consisting of following

operations: a) Applying

a slurry coat of neat cement

using 2.75 kg/sqm of cement

admixed

with water proofing compound

conforming to IS. 2645 and

approved

by Engineer-in-charge over the

RCC slab including adjoining

walls

upto 300 mm height including

cleaning the surface before

treatment.

b) Laying brick bats with

mortar using broken

bricks/brick bats 25

mm to 115 mm size with 50%

of cement mortar 1:5 (1

22.7.1 DSR 992.73 m²

S.l.


1 2 3 4 5 6 7




8A

Providing and laying waterproofing treatment in sunkenportion of WCs, bathroom etc., byapplying cement slurry mixed withwater proofing cement compoundconsisting of applying : a) Firstlayer of slurry of cement @ 0.488kg/sqm mixed with water proofingcement compound @ 0.253kg/sqm. This layer will be allowedto air cure for 4 hours. b) Secondlayer of slurry of cement @ 0.242kg/sqm mixed with water proofingcement compound @ 0.126kg/sqm. This layer will be allowedto air cure for 4 hours followedwith water curing for 48 hours.The rate includes preparation ofsurface, treatment and sealing ofall joints, corners, junctions ofpipes and masonry with polymermixed slurry. (dsr. no. - 22.5)

(dsr. no. -

22.5)137.06 SQ.M.

9

Making khurras 45x45 cm with

average minimum thickness of

5cm cement concrete 1:2:4 (1

cement : 2 coarse sand: 4

graded stone aggregate of 20

mm nominal size) over PVC

sheet 1mx1m x 400 micron

finished 12mm cement plaster

1:3 (1 cement :3 coarse sand)

and a coat of neat cement

rounding the edges and

making & finishing the outlet

completely.

12.22 14.00 No.

10

Providing and fixing ISI

marked flush door shutters

conforming to IS :2202 (Part I)

decorative type, core of block

board construction with frame

of 1st class hard wood and

well matched teak 3 ply

veneering with vertical grains

or cross bands and face

veneers on both faces of

shutters.

S.l.


1 2 3 4 5 6 7




30 mm thick including ISI

marked Stainless Steel butt

hinges with necessary screws

9.20.2 DSR 104.37 m²

11

Flooring (1:2:4) Cement/coarse

sand/20mm Stone Grit finished

with a floating coat of neat

cement

including cement slurry, but

excluding the cost of nosing of

steps etc. complete.

40mm thick with 20mm nominal

size stone aggregate.605 715.68 m²

12

Providing and fixing 18mm thickgang saw cut mirror polishedpremoulded and prepolished)machine cut for kitchen platforms,vanity counters, window sills ,facias and similar locations ofrequired size of approved shade,colour and texture laid over 20mmthick base cement mortar 1:4 (1cement : 4 coarse sand) withjoints treated with white cement,mixed with matching pigment,epoxy touch ups, includingrubbing, curing, moulding andpolishing to edge to give highgloss finish etc. complete at alllevels.(dsr.no.-8.2)Granite of anycolor and shade. (dsr.no.-8.2.2.1)

dsr13-

8.2.2.11089.15 m²

13

Providing and laying vitrified floor

tiles in different sizes (thickness

to be

specified by the manufacturer)

with water absorption less than

0.08%

and conforming to IS : 15622, of

approved make, in all colours and

shades, laid on 20mm thick

cement mortar 1:4 (1 cement : 4

coarse

sand), including grouting the

joints with white cement and

matching

pigments etc., complete.

Size of Tile 600x600 mm 11.41.2 744.16 m²

S.l.


1 2 3 4 5 6 7




13a

Same as above item of Vitrified

floor tiles , but in dados,

skirting, risers of staircase, laid

on a bed of 12 mm thick 1 : 3 (

1 Cement : 3 Coarse Sand )

mortar base complete ( DSR

NO. 11.41.2)

11.41.2

2244.80 Sqmt

14

Providing and laying Ceramic

glazed floor tiles of size

300x300 mm (thickness to be

specified by the manufacturer)

of 1st quality conforming to IS :

15622 of approved make in

colours such as White, Ivory,

Grey, Fume Red Brown, laid

on 20 mm thick cement mortar

1:4 (1 Cement : 4 Coarse

sand), including pointing the

joints with white cement and

matching pigment etc.,

complete.

11.37 203.41 m²

14A

Providing and fixing Ist qualityceramic glazed wall tilesconforming to IS : 15622(thickness to be specified by themanufacture ) of approved makein all colours, shades exceptburgundy, bottle green, black ofany size as approved by Engineer-in-Charge in skirting, risers ofsteps and dados over 12 mmthick bed of cement Mortar 1:3 (1cement : 3 coarse sand) andjointing with grey cement slurry @3.3kg per sqm including pointingin white cement mixed withpigment of matching shadecomplete. (As per DSR Item No.11.36)

DSR 11.36 664.38 SQ.M

S.l.


1 2 3 4 5 6 7




15

Providing and laying matt

finished vitrified tile of size

300x300x9.8mm

having with water absorption

less than 0.5% and conforming

to IS: 15622 of approved make

in all colours and shades in for

outdoor floors such as

footpath, court yard, multi

modals location etc., laid on

20mm thick base of cement

mortar 1:4 (1cement : 4 coarse

sand) in all shapes & patterns

including grouting the joints

with white cement mixed with

matching pigments etc.

complete as per direction of

Engineer-in-Charge.

16.89 90.64

16

Providing anti skid static

condutive flooring of superior

quality as approved by the

engineer in charhe in different

shades to be fixed over plain

cement floor with the help of

resin specified by the

manufacturer complete. MR 98.00 Sqmt

17

Painting of walls and ceiling

with two coats of first quality

plastic emulsion paint of

approved brand and

manufacturer in desired shade

to give an even shade

complete on new work

including making surface

smooth with Birla cement

putty or equivalent of

approved brand over and

including priming coat

complete with cost of all

materials, labour and T&P

complete .

dsr13.83.2

+dsr 13.804714.27 m²

S.l.


1 2 3 4 5 6 7




18

Wall painting with Acrylic

Emulsion paint on outer

sarfaces of walls of approved

brand and manufacturer in

desired shade to give an even

shade complete on new work

( two or more coats ) over

smooth base of cement based

putty of Birla/ JK or equivalent

complete with cost of all

materials, labour and T&P

complete .

DSR13 -

13.60.1+13.

80

1630.00 m²

19

Providing and fixing aluminium

work for doors, windows,

ventilators

and partitions with extruded

built up standard tubular

sections/

appropriate Z sections and

other sections of approved

make

conforming to IS: 733 and IS:

1285, fixing with dash

fasteners of

required dia and size, including

necessary filling up the gaps at

junctions, i.e. at top, bottom

and sides with required EPDM

rubber/

neoprene gasket etc.

Aluminium sections shall be

smooth, rust

free, straight, mitred and

jointed mechanically wherever

required

including cleat angle,

Aluminium snap beading for

glazing / paneling,

C.P. brass / stainless steel

screws, all complete as per

architectural

A

Anodised aluminium (anodised

transparent or dyed to

required shade according to

IS: 1868, Minimum anodic

coating of grade AC 15)

21.1.1DSR 301.74 kg

S.l.


1 2 3 4 5 6 7




B Window & Ventilators21.1.2.1

DSR898.78 kg

C For Fixed portion21.1.1.1

DSR192.78 kg

D


transparent or dyed to required

shade according to IS: 1868,

Minimum anodic


21.1.2.1

DSR212.74 kg

E

Providing and fixing anodised

aluminium grill (anodised

transparent or dyed to required

shade according to IS: 1868

with minimum anodic coating

of grade AC 15) of approved

design/pattern, with approved

standard section and fixed to

the existing window frame with

C.P.

brass/ stainless steel screws

@ 200 mm centre to centre,

including cutting the grill to

proper opening size for fixing

and operation of handles and

fixing approved anodised

aluminium standard section

around the opening, all

complete as per requirement

and direction of Engineer-in-

charge. (Only weight of grill to

be measured for payment).

21.17 2570.93 kg

FAluminium Door Window &

Ventilator Fitting

i

Providing and fixing butt

hinges door shutte, size 125

mm high, sheet thickness = 3

mm, made of anodized

aluminium in matt black refer

drawing No 1206/AL/1028/P1

Dated 17.11.12

184.00 No

ii

Providing and fixing Mortise

handle with double door

attachment one side Knob 1 ,

one side key cylinder ( in sets)

90.00 No

S.l.


1 2 3 4 5 6 7




iii Pull handles 40.00 No

iv Door closures 46.00 No

vi Door stoppers 46.00 No

vii Tower bolts 90.00 No

viii Bottom Patch 4.00 No

ix Top Patch 4.00 No

x Floor Spring 16.00 No

xi Push plate 8.00 No

xiiFriction Stays for windows &

ventilators95.00 No

xiii Window & Ventilator handles 95.00 No

xiv Tower bolt for windows 190.00 No

xvi Pull handles in windows 95.00 No

xviiButt hinges 75 mm size for

windows118.00 No

20

Providing and fixing stainless

steel ( Grade 304) railing made

of Hollow

tubes, channels, plates etc.,

including welding, grinding,

buffing, polishing

and making curvature

(wherever required) and fitting

the same with

necessary stainless steel nuts

and bolts complete, i/c fixing

the railing

with necessary accessories &

stainless steel dash fasteners ,

stainless

steel bolts etc., of required

size, on the top of the floor or

the side of

waist slab with suitable

arrangement as per approval

of Engineer-in-charge,

( for payment purpose only

weight of stainless steel

members shall be

considered excluding fixing

accessories such as nuts,

bolts, fasteners etc.).

analyzed 52.04 M.

S.l.


1 2 3 4 5 6 7




20

A

For wire mesh shutters of

Aluminium as per above item

with anodic coating winows,

ventilators including providing

and fixing hinges / pivots

making provision for fixing of

fittings whereever required

including the cost of PVC /

Neoprene gasket required (

fitting shall be paid for

separately )

Anly 207.83 Sqm

20 B Providing and fixing glazing in

aluminium door, window,

ventilator

shutters and partitions etc. with

EPDM rubber / neoprene

gasket etc. complete as per the

architectural drawings and the

directions

of engineer-in-charge . (Cost of

aluminium snap beading shall

be

paid in basic item

dsr13-

21.3.2 461.30 Sqm

216 mm thick plaster 1:3

Cement/Fine Sand in Ceiling

i G.F 13.16.1 571.79 m²

ii F.F 13.16.1 1826.11 m²

2212mm cement plaster 1:6

Cement/Coarse Sand

i G.F 13.4.2 1498.68 m²

ii F.F 13.4.2 817.69 m²

2312mm cement plaster 1:6

Cement/coarse Sand

i G.F 13.4.2 546.01 m²

ii F.F 13.4.2 858.58 m²

iii Mumty 13.4.2 225.42 m²

S.l.


1 2 3 4 5 6 7




23a

Providing & fixing ISI marked

flush door shutters conforming IS:

2202 non- decorative type, core of

block board construction with

frame of 1st class hard wood and

well matched commercial 3 ply

veneering with vertical grains or

cross bands and face veneers on

both faces of shutters

DSR -9.21

(a) 35mm thick DOOR including

ISI marked stainless steel butt

hinges with necessary screws. 9.21.1 185.43 SQM

24

Making plinth protection 50

mm thick of cement concrete

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

: 6 graded stone aggregate 20

mm nominal size) over 75mm

thick bed of dry brick ballast 40

mm nominal size, well rammed

and consolidated and grouted

with fine sand, including

finishing the top smooth.

4.17 127.96 m²

25 Construction of Drain Anly 142.18 Rmt

26

Providing and fixing on wall

face 150 mm dia unplasticised

rigid PVC rain water pipe

conforming to IS : 13592 Type

A jointing with seal ring

conforming to IS : 5382 leaving

10 mm gap for thermal

expansion, single socket pipes

complete with cost of Bends,

TEE, shoes clamps etc

complete including making

good the walls

MR 188.46 Rmt

27Supply & Fixing of M.S Pipe

Frame Truss 152.90 m²

S.l.


1 2 3 4 5 6 7




27a

Providing Polycarbonate sheet

vroofing with 10 mm thick

multicell heat stopper

polycarbonate sheet1000 mm

wide free length resting on

aluminium purlins sections

through aluminium cleat at

1000 mm c/c & capped with

polycarbonate connectors

complete as per architects

drawing. as per pattern

complete including fixing at

site.

mr 152.90 m²

28Construction of Water Storage

TankAnly 1.00 job

29



etc. and removal

of form for :

A Column

i G.F 5.9.6 435.60 m²

ii F.F 5.9.6 346.10 m²

iii S.F 5.9.6 64.80 m²

B Beam

i G.F 5.9.5 502.88 m²

ii F.F 5.9.5 503.76 m²

iii S.F 5.9.5 90.05 m²

C Slab

i G.F 5.9.3 992.73 m²

ii F.F 5.9.3 992.73 m²

iii S.F 5.9.3 103.35 m²

D Stair Case

i G.F 5.9.3 75.37 m²

ii F.F 5.9.3 60.94 m²

E Lintel Bend & Projection 5.9.15 168.35 m²

S.l.


1 2 3 4 5 6 7




30 Providing and laying

Interlocking concrete Block

pavements having thickness

75mm including levelling and

dressing of surface to required

level and slope, spreaing and

moisting 30mm thick local sand

on bed, filling joints with local

sand etc for proper completion

of the work as per direction of

the engineer in charge as per

PWD specifications

analyzed 1,886.00 Sqm

31 Providing and laying at or near

ground level factory made kerb

stone of M-25 grade cement

concrete in position to the

required line , level, curvature

jointed with cement mortar 1:3

( 1 cement : 3 Coarse sand 0

including making joints with or

with out grooves ( thickness of

joint except at sharp curve shall

not ne more than 5 mm),

including making drainage

opening whereever required

completion of the work as per

direction of the engineer in

charge ( length of finished kerb

edging shall be measured for

payment , Precast CC kerb

stone shall be approved by the

engineer in charge

dsr13-16.69 75.80 Cum

32 Providing and fixing broken

white glazed Ceramic tiles

over the brick bat coba

treatment.( dsr13-11.44)

( dsr13-

11.44)

984.50 Sqmt

S.l.


1 2 3 4 5 6 7




33

Steel work welded in built upsections/ framed work, includingcutting, hoisting, fixing in positionand applying a priming coat ofapproved steel primer usingstructural steel etc. asrequired.(As per DSR Item No.10.25)In gratings, frames, guard bar,ladder, railings, brackets, gatesand similar works(As per DSRItem No. 10.25.1)

( dsr10.25.1)

201.96 Kg.

34

Making grooves 10 to 12 mm.wide x 8mm. Deep in plaster ofthe wall or in ceilling vertically orhorizontally as required.

PWD 398 594.58

RMT

S.

No

.

Description SOR No. Lenth Wirth Height Qunatity Unit Rate Amount

1

Providing and laying in

position ready mixed M-25

grade concrete for


work, using cement content

as per approved

design mix, manufactured in

fully automatic batching

plant and

transported to site of work

in transit mixer for all leads,

having continuous

agitated mixer,

manufactured as per mix




R.M.C. from

transit mixer to site of laying

, excluding the cost of

centering, shuttering


including cost of admixtures

in recommended

proportions as per IS : 9103

to accelerate/ retard setting

of concrete,


impairing strength and A Column 5.37.2 4 0.30 0.60 1.05 0.76 m³ 6701.45 5066.30

B Bottam Beam 2 3.45 0.30 0.30 0.62

2 7.96 0.30 0.30 1.43

5.37.2 2.05 m³ 6701.45 13763.44

C Bottam Slab 1 2.85 6.49 0.15 2.77

Top Slab 1 3.45 8.56 0.10 2.95

Wall 2 3.09 0.12 1.80 1.33

2 6.49 0.12 1.80 2.80

1 2.85 0.12 1.35 0.46

5.37.2 Total 10.33 m³ 6701.45 69212.14

2

Half brick masonry with

common burnt clay F.P.S.

(non modular) bricks

of class designation 7.5 in


level up to floor V

level Cement mortar 1:4 (1

cement :4 coarse sand)

2 3.45 0.12 1.80 1.43

2 8.63 0.12 1.80 3.57

2 3.45 0.12 0.45 0.36

2 8.63 0.12 0.45 0.89

analysis of quantities R.C.C Water Storage Tank ( queen mary front block)

Total 6.25 m³ 0.00

6.13.2 54.36 m² 647.90 35219.84

3Insulation layer with

thermocol2 3.09 1.80 0.00 11.12

2 6.49 1.80 0.00 23.36

MR Total 34.49 m² 250.00 8622.00

4

Providing and laying

Ceramic glazed floor tiles of

size 300x300 mm

(thickness to be specified

by the manufacturer) of 1st

quality conforming to IS :

15622 of approved make in

colours such as White,

Ivory, Grey, Fume Red

Brown, laid on 20 mm thick

cement mortar 1:4 (1

Cement : 4 Coarse sand),

including pointing the joints

with white cement and

matching pigment etc.,

complete.

2 6.49 1.80 0.00 23.36

2 2.80 1.80 0.00 10.08

1 6.49 2.85 0.00 18.50

2 2.80 1.35 0.00 7.56

1 0.12 2.85 0.00 0.34

11.37 59.84 m² 822.10 49196.52

5

Providing M.S. foot rests

including fixing in manholes

with 20x20x10cm cement

concrete blocks 1:3:6 (1

cement : 3 coarse sand : 6

graded stone aggregate 20

mm nominal size) as per

standard design :

With 20x20 mm square bar 19.15.1 5 0.00 0.00 0.00 5.00 No. 261.45 1307.25

6

Supplying and fixing C.I. cover

without frame for manholes

560 mm diameter C.I. cover

(heavy duty) the weight of the

cover to be not less than 108

kg

19.18.3 2 0.00 0.00 0.00 2.00 No. 5880.70 11761.40

7

Cement plaster 1:3 (1 cement:

3 coarse sand) finished with a

floating

coat of neat cement.

4 1.80 1.05 0.00 7.56

2 8.56 3.45 0.00 59.06

2 3.45 3.07 0.00 21.18

2 8.56 3.07 0.00 52.56

1 8.53 3.22 0.00 27.47

1 6.49 2.85 0.00 18.50

13.9.2 186.33 m² 269.00 50122.37

8

Finishing walls with textured

exterior paint of required

shade New work (Two or

more coats applied @ 3.28

ltr/10 sqm) over and

including priming coat of

exterior primer applied @

2.20kg/10 sqm

13.45.1 1 186.33 0.00 0.00 186.33 m² 127.10 23682.35

9



etc. and removal

of form for :

A Column 8 0.30 0.00 1.05 2.52 0.00

8 0.60 0.00 1.05 5.04

5.9.6 7.56 m² 423.00 3197.88

B Bottam Beam 4 3.45 0.00 0.30 4.14

2 3.45 0.00 0.30 2.07

4 7.96 0.00 0.30 9.55

2 7.96 0.00 0.30 4.78

5.9.5 20.54 m² 309.80 6362.67

C Bottam Slab 1 2.85 6.49 0.00 18.50

Top Slab 1 3.45 8.56 0.00 29.53

5.9.3 48.03 m² 371.80 17857.00

D Wall 4 3.09 0.00 1.80 22.25

4 6.49 0.00 1.80 46.73

2 2.85 0.00 1.35 7.70

5.9.2 Total 76.67 m² 334.50 25646.45

Total 321017.60

S.L.

NoDescription of Work No L B H/D

1 2 3 4 5 6

1 foundation ( separate)

0 0.00 0.00 0.00 0.00 m³

2

Supplying and filling in plinth with Jamuna

sand under floors, including

watering, ramming, consolidating and

dressing complete.

1 37.21 31.48 0.50 585.69 m³

Deduction 1 4.09 3.97 0.50 8.12

1 2.91 3.97 0.50 5.78

(-) 13.90

Total 571.79 m³

2a

Diluting and injecting chemical emulsion for

anti-termite treatment (excluding the cost of

chemical emulsion) :

With Chlorpyriphos/Lindane E.C. 20% with 1%

concentration

1 978.73 0.00 0.00 978.73

978.73 m²

3


concrete1;4;8( 1 cement:4 fine sand : 8

graded brick aggregate 40mm. Nominal size)

and curing complete including cost of

formwork in foundation and floors.

Stair Case 2 10.00 4.37 0.08 6.56

Electric Room 1 2.39 2.50 0.08 0.45

Corridor 1 7.00 2.35 0.08 1.23

1 7.73 2.35 0.08 1.36

1 15.86 2.97 0.08 3.53

Twelve Car Parking 2 15.01 23.84 0.08 53.68

Double Height with slab Above 1 5.40 5.70 0.08 2.31

Sky Light 1 5.40 17.10 0.08 6.93

76.04 m³

4

Providing and laying in position ready


reinforced cement concrete work, using

cement content as per approved

design mix, manufactured in fully

automatic batching plant and

transported to site of work in transit mixer

for all leads, having continuous

agitated mixer, manufactured as per mix


reinforced cement concrete work,

including pumping of R.M.C. from

transit mixer to site of laying , excluding the

cost of centering, shuttering

finishing and reinforcement, including cost

of admixtures in recommended

proportions as per IS : 9103 to accelerate/

retard setting of concrete,

improve workability without impairing

strength and durability as per

direction of the Engineer - in - charge. All

works above plinth level upto floor V level

A Column

i G.F

Column Super Structure 44 0.30 0.60 5.50 43.56

43.56 m³

ii F.F

Super Structure 44 0.30 0.60 4.37 34.61 m³

iii S.F

Column 12 0.30 0.60 3.00 6.48 m³

B Beam

i G.F

Horizental 2 5.33 0.30 0.48 1.54

2 3.34 0.30 0.48 0.96

1 3.50 0.30 0.48 0.50

1 8.25 0.30 0.48 1.19

3 4.58 0.30 0.48 1.98

2 4.82 0.30 0.48 1.39

10 8.40 0.30 0.48 12.10

13 5.40 0.30 0.48 10.11

1 2.31 0.30 0.48 0.33

Vertical 4 4.07 0.30 0.48 2.34

2 3.75 0.30 0.48 1.08

1 2.26 0.30 0.48 0.33

5 2.35 0.30 0.48 1.69

Name of work:- CONSTRUCTION OF FRONT BLOCK OF 100 BEDDED MCH AT

QUEEN MARY HOSPITAL LUCKNOW.

Detail of measurements SUPERSTRUCTURE

Quantity

7

4 2.97 0.30 0.48 1.71

24 5.70 0.30 0.48 19.70

Stair Case 1 4.36 0.30 0.48 0.63

57.57 m³

ii F.F

Horizental 2 5.33 0.30 0.48 1.54

2 3.34 0.30 0.48 0.96

1 3.50 0.30 0.48 0.50

1 8.25 0.30 0.48 1.19

3 4.58 0.30 0.48 1.98

2 4.82 0.30 0.48 1.39

10 8.40 0.30 0.48 12.10

13 5.40 0.30 0.48 10.11

1 2.31 0.30 0.48 0.33

Vertical 4 4.07 0.30 0.48 2.34

2 3.75 0.30 0.48 1.08

1 2.26 0.30 0.48 0.33

5 2.35 0.30 0.48 1.69

4 2.97 0.30 0.48 1.71

24 5.70 0.30 0.48 19.70

Stair Case 1 4.36 0.30 0.48 0.63

57.57 m³

iii S.F

Beam 3 4.58 0.30 0.48 1.98

1 3.75 0.30 0.48 0.54

1 4.07 0.30 0.48 0.59

1 2.26 0.30 0.48 0.33

2 5.33 0.30 0.48 1.54

2 3.34 0.30 0.48 0.96

1 3.75 0.30 0.48 0.54

1 2.97 0.30 0.48 0.43

2 4.07 0.30 0.48 1.17

3 2.35 0.30 0.48 1.02

1 8.40 0.30 0.48 1.21

10.29 m³

C Slab

i G.F 1 15.56 3.37 0.13 6.55

2 10.50 4.68 0.13 12.29

2 10.50 2.35 0.13 6.17

2 15.61 24.30 0.13 94.83

1 5.40 6.30 0.13 4.25

124.09 m3

ii F.F

Slab 1 15.56 3.37 0.13 6.55

2 10.50 4.68 0.13 12.29

2 10.50 2.35 0.13 6.17

2 15.61 24.30 0.13 94.83

1 5.40 6.30 0.13 4.25

124.09 m3

iii S.F

Slab 1 10.50 4.68 0.13 6.14

1 10.50 2.35 0.13 3.08

1 5.44 5.43 0.13 3.69

12.92 m³

D Stair Case

i G.F 2 4.36 2.00 0.15 2.62

3 2.73 2.00 0.15 2.46

1 5.90 4.36 0.15 3.86

1 2.53 4.36 0.15 1.65

8 2.00 0.30 0.15 0.72

11.31 m³

ii F.F

1 4.36 2.00 0.15 1.31

1 6.62 2.00 0.15 1.99

1 4.68 2.00 0.15 1.40

15 2.00 0.30 0.15 1.35

1 4.73 4.36 0.15 3.09

9.14 m³

E Lintel Bend & Projection

16 5.70 0.23 0.15 3.15

2 2.35 0.23 0.15 0.16

2 4.07 0.23 0.15 0.28

4 8.40 0.23 0.15 1.16

5 5.40 0.23 0.15 0.93

2 5.33 0.23 0.15 0.37

1 3.34 0.23 0.15 0.12

2 3.75 0.23 0.15 0.26

1 3.50 0.23 0.15 0.12

1 4.58 0.23 0.15 0.16

2 4.82 0.23 0.15 0.33

1 2.40 0.23 0.15 0.08

1 2.75 0.23 0.15 0.09

1 2.35 0.23 0.15 0.08

1 2.50 0.12 0.15 0.04

4 6.37 0.12 0.15 0.44

2 1.92 0.12 0.15 0.07

2 1.50 0.12 0.15 0.05

1 2.89 0.12 0.15 0.05

1 3.97 0.12 0.15 0.07

1 1.80 0.12 0.15 0.03

1 2.52 0.12 0.15 0.04

1 1.66 0.12 0.15 0.03

1 5.89 0.12 0.15 0.10

2 1.80 0.12 0.15 0.06

5 6.37 0.12 0.15 0.55

1 3.95 0.12 0.15 0.07

1 2.89 0.12 0.15 0.05

1 8.89 0.12 0.15 0.15

2 5.87 0.12 0.15 0.20

2 2.40 0.12 0.15 0.08

1 5.40 0.12 0.15 0.09

1 8.40 0.12 0.15 0.14

1 15.17 0.12 0.15 0.26

1 1.50 0.12 0.15 0.03

2 2.03 0.12 0.15 0.07

1 5.37 0.12 0.15 0.09

2 2.92 0.12 0.15 0.10

1 2.40 0.12 0.15 0.04

1 5.80 0.12 0.15 0.10

1 5.40 0.12 0.15 0.09

1 3.00 0.12 0.15 0.05

1 1.92 0.12 0.15 0.03

1 3.19 0.12 0.15 0.06

2 14.40 0.12 0.15 0.50

3 2.59 0.12 0.15 0.13

1 5.40 0.12 0.15 0.09

1 8.40 0.12 0.15 0.14

2 2.77 0.12 0.15 0.10

2 5.70 0.12 0.15 0.20

18 0.60 0.12 0.15 0.19

9 0.67 0.12 0.15 0.10

24 0.60 0.12 0.15 0.25

W1 17 2.00 0.23 0.10 0.78

JW1 10 2.00 0.23 0.10 0.46

JW2 1 1.70 0.23 0.10 0.04

JW3 2 1.40 0.23 0.10 0.06

W4 2 3.70 0.23 0.10 0.17

W5 3 0.80 0.23 0.10 0.06

W6 1 0.78 0.23 0.10 0.02

W8 3 1.20 0.23 0.10 0.08

V1 3 1.10 0.23 0.10 0.08

V2 2 0.95 0.23 0.10 0.04

V3 2 0.80 0.23 0.10 0.04

V4 2 1.05 0.23 0.10 0.05

14.12 m³

5

Reinforcement for R.C.C. work including

straightening, cutting, bending, placing

in position and binding all complete Thermo-

Mechanically Treated bars.

A Column

i G.F 43.56

ii F.F 6.48

iii S.F 6.48

56.52 0.040 78.50 177.47 Qtl

B Beam 0.00

i G.F 57.57

ii F.F 57.57

iii S.F 10.29

125.44 0.025 78.50 246.17 Qtl

C Slab 0.00

i G.F 124.09

ii F.F 124.09

iii S.F 12.92

261.10 0.010 78.50 204.97 Qtl

D Stair Case 0.00

i G.F 11.31

ii F.F 9.14

20.45 0.010 78.50 16.05 Qtl

E Lintel Bend & Projection 14.12 0.025 78.50 27.72

672.38 Qtl

6

Brick work with common burnt clay F.P.S.

(non modular) bricks of class

designation 7.5 in superstructure above

plinth level up to floor V level in

all shapes and sizes in Cement mortar 1:6

(1 cement : 6 coarse sand)

A Super Structure

i G.F

LHS Stair Case 2 5.33 0.23 4.90 12.01

2 3.34 0.23 4.90 7.53

1 3.75 0.23 4.90 4.23

1 4.07 0.23 4.90 4.59

RHS Stair Case 1 4.58 0.23 4.90 5.16

2 4.82 0.23 4.90 10.86

1 4.07 0.23 4.90 4.59

1 3.75 0.23 4.90 4.23

Electric Room Lift & Corridor 3 2.35 0.23 4.90 7.95

1 3.50 0.23 4.90 3.94

1 8.25 0.23 4.90 9.30

1 2.31 0.23 4.90 2.60

1 5.40 0.23 4.90 6.09

1 8.40 0.23 4.90 9.47

1 5.40 0.23 4.90 6.09

1 8.40 0.23 4.90 9.47

1 2.40 0.23 4.90 2.70

1 2.73 0.23 4.90 3.08

Car Parking 2 8.40 0.23 4.90 18.93

2 5.40 0.23 4.90 12.17

8 5.70 0.23 4.90 51.39

196.37 m³

Deduction

W4 2 3.50 0.23 2.85 4.59

W7 1 2.50 0.23 1.35 0.78

(-) 5.36

Total 191.00 M³

ii F.F

LHS, RHS & Middle Wall 16 5.70 0.23 3.77 79.08

2 2.35 0.23 3.77 4.08

2 4.07 0.23 3.77 7.06

Front & Corridor Side 4 8.40 0.23 3.77 29.13

5 5.40 0.23 3.77 23.41

Back Side/Stair Case 2 5.33 0.23 3.77 9.24

1 3.34 0.23 3.77 2.90

2 3.75 0.23 3.77 6.50

1 3.50 0.23 3.77 3.03

1 4.58 0.23 3.77 3.97

2 4.82 0.23 3.77 8.36

1 2.40 0.23 3.77 2.08

1 2.75 0.23 3.77 2.38

1 2.35 0.23 3.77 2.04

183.27 m³

Deduction

W1 17 1.80 0.23 1.35 9.50

JW1 10 1.80 0.23 1.35 5.59

JW2 1 1.50 0.23 1.35 0.47

JW3 2 1.20 0.23 1.35 0.75

W4 2 3.50 0.23 2.85 4.59

W5 3 0.60 0.23 1.35 0.56

W6 1 0.58 0.23 1.35 0.18

W8 3 1.00 0.23 1.35 0.93

V1 3 0.90 0.23 0.75 0.47

V2 2 0.75 0.23 0.75 0.26

V3 2 0.60 0.23 0.75 0.21

V4 2 0.85 0.23 0.75 0.29

(-) 23.78

Total 159.49 m³

iii Parapet 1 12.26 0.23 0.90 2.54

1 5.42 0.23 0.90 1.12

1 31.03 0.23 0.90 6.42

1 9.00 0.23 0.90 1.86

1 20.94 0.23 0.90 4.33

1 23.85 0.23 0.90 4.94

On Mumty 2 14.74 0.23 0.45 3.05

2 10.76 0.23 0.45 2.23

2 5.43 0.23 0.45 1.12

2 5.44 0.23 0.45 1.13

28.75 m³

7

Half brick masonry with common burnt

clay F.P.S. (non modular) bricks

of class designation 7.5 in superstructure

above plinth level up to floor V

level Cement mortar 1:4 (1 cement :4

coarse sand)

i G.F

1 2.50 0.115 4.90 1.41

1.41 m³

Dedution

1 0.75 0.115 2.10 0.18

(-) 0.18 M³

1.23 M³

1.23/0.115 Total 10.68 m²

ii F.F

Electric Room 1 2.50 0.12 4.25 1.22

Nurse Rest Room to Pre Labour 4 6.37 0.12 4.25 12.45

2 1.92 0.12 4.25 1.88

2 1.50 0.12 4.25 1.47

1 2.89 0.12 4.25 1.41

1 3.97 0.12 4.25 1.94

1 1.80 0.12 4.25 0.88

1 2.52 0.12 4.25 1.23

1 1.66 0.12 4.25 0.81

1 5.89 0.12 4.25 2.88

Saptic Delivery to Post Labour 2 1.80 0.12 4.25 1.76

5 6.37 0.12 4.25 15.57

1 3.95 0.12 4.25 1.93

1 2.89 0.12 4.25 1.41

1 8.89 0.12 4.25 4.34

Labour 8 Beds 2 5.87 0.12 4.25 5.74

2 2.40 0.12 4.25 2.35

1 5.40 0.12 4.25 2.64

1 8.40 0.12 4.25 4.11

Surgicla post Oprating 1 15.17 0.12 4.25 7.41

Nursing Rest Room to CH(F) 1 1.50 0.12 4.25 0.73

2 2.03 0.12 4.25 1.98

1 5.37 0.12 4.25 2.62

2 2.92 0.12 4.25 2.85

1 2.40 0.12 4.25 1.17

1 5.80 0.12 4.25 2.83

1 5.40 0.12 4.25 2.64

1 3.00 0.12 4.25 1.47

1 1.92 0.12 4.25 0.94

1 3.19 0.12 4.25 1.56

DU, CU, New born baby care, Minor OT 1

& 22 14.40 0.12 4.25 14.08

3 2.59 0.12 4.25 3.80

1 5.40 0.12 4.25 2.64

1 8.40 0.12 4.25 4.11

2 2.77 0.12 4.25 2.71

2 5.70 0.12 4.25 5.57

Duct 18 0.60 0.12 10.47 13.00

9 0.67 0.12 10.47 7.26

Ofset 24 0.60 0.12 10.47 17.34

162.74 m³

Deduction

D1 7 1.50 0.12 2.10 2.54

D2 2 1.00 0.12 2.10 0.48

D3 26 0.90 0.12 2.10 5.65

D4 4 0.75 0.12 2.10 0.72

D5 3 1.80 0.12 2.10 1.30

D5a 2 1.80 0.12 2.10 0.87

D5b 1 1.80 0.12 2.10 0.43

(-) 12.00 M³

150.73 M³

150.73/0.115 Total 1310.74 m²

8

Providing and laying integral cement

based water proofing treatment

including preparation of surface as

required for treatment of roofs,

balconies, terraces etc consisting of

following operations: a) Applying

a slurry coat of neat cement using 2.75

kg/sqm of cement admixed


conforming to IS. 2645 and approved

by Engineer-in-charge over the RCC slab

including adjoining walls

upto 300 mm height including cleaning

the surface before treatment.

b) Laying brick bats with mortar using

broken bricks/brick bats 25

mm to 115 mm size with 50% of cement

mortar 1:5 (1 cement : 5

coarse sand) admixed with water proofing

compound conforming to

IS : 2645 and approved by Engineer-in-

charge over 20 mm thick

layer of cement mortar of mix 1:5 (1

cement :5 coarse sand ) admixed


1 15.56 3.37 0.00 52.44

2 10.50 4.68 0.00 98.28

2 10.50 2.35 0.00 49.35

2 15.61 24.30 0.00 758.65

1 5.40 6.30 0.00 34.02

992.73 m²

8A

Providing and laying water proofing treatment

in sunken portion of WCs, bathroom etc., by

applying cement slurry mixed with water

proofing cement compound consisting of

applying : a) First layer of slurry of cement @

0.488 kg/sqm mixed with water proofing

cement compound @ 0.253 kg/sqm. This

layer will be allowed to air cure for 4 hours. b)

Second layer of slurry of cement @ 0.242

kg/sqm mixed with water proofing cement

compound @ 0.126 kg/sqm. This layer will be

allowed to air cure for 4 hours followed with

water curing for 48 hours. The rate includes

preparation of surface, treatment and sealing

of all joints, corners, junctions of pipes and

masonry with polymer mixed slurry. (dsr. no. -

22.5)

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

BATH ROOM Sqm. 2 0.90 1.50 2.70

TOILET Sqm. 2 1.80 1.50 5.40

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

WC Sqm. 2 1.30 1.00 2.60

JENRITOR Sqm. 2 1.05 1.00 2.10

TOILET Sqm. 2 2.51 2.07 10.39

TOILET Sqm. 2 1.00 1.11 2.22

TOILET Sqm. 2 3.89 1.46 11.36

TOILET Sqm. 2 2.11 3.89 16.42

BATH ROOM Sqm. 2 1.55 1.18 3.66

TOILET Sqm. 1 1.50 1.50 2.25

TOILET Sqm. 1 1.80 1.15 2.07

TOILET Sqm. 1 1.80 1.50 2.70

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.56 3.40

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.18 1.53 3.34

TOILET Sqm. 1 2.24 1.60 3.58

FIRE TANK Sqm. 2 2.71 4.48 24.28


137.06

9

Making khurras 45x45 cm with average

minimum thickness of 5cm cement

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

4 graded stone aggregate of 20 mm

nominal size) over PVC sheet 1mx1m x

400 micron finished 12mm cement plaster

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

of neat cement rounding the edges and

making & finishing the outlet completely.

1 14.00 0.00 0.00 14.00 No.

10

Providing and fixing ISI marked flush door

shutters conforming to IS :2202 (Part I)

decorative type, core of block board

construction with frame of 1st class hard

wood and well matched teak 3 ply

veneering with vertical grains or cross

bands and face veneers on both faces of

shutters.30 mm thick including ISI marked

Stainless Steel butt hinges with necessary

screws

D1 7 1.50 0.00 2.10 22.05

D2 2 1.00 0.00 2.10 4.20

D3 26 0.90 0.00 2.10 49.14

D4 4 0.75 0.00 2.10 6.30

D5 3 1.80 0.00 2.10 11.34

D5a 2 1.80 0.00 2.10 7.56

D5b 1 1.80 0.00 2.10 3.78

104.37 M²

11

Flooring (1:2:4) Cement/coarse sand/20 mm

Stone Grit finished with a floating coat of neat

cement including cement slurry, but excluding

the cost of nosing of steps etc. complete.

40mm thick with 20mm nominal size stone

aggregate.

Car Parking 2 15.01 23.84 0.00 715.68

715.68 m²

12

Providing and fixing 18mm thick gang saw cut

mirror polished premoulded and prepolished)

machine cut for kitchen platforms, vanity

counters, window sills , facias and similar

locations of required size of approved shade,

colour and texture laid over 20mm thick base

cement mortar 1:4 (1 cement : 4 coarse

sand) with joints treated with white cement,

mixed with matching pigment, epoxy touch

ups, including rubbing, curing, moulding and

polishing to edge to give high gloss finish etc.

complete at all levels.(dsr.no.-8.2)Granite of

any color and shade. (dsr.no.-8.2.2.1)

Double height Front Entrence 1 5.40 17.10 0.00 92.34

1 5.40 5.70 0.00 30.78

Stair Case 2 4.07 9.56 0.00 77.82

2 4.36 2.00 0.00 17.44

1 5.90 4.36 0.00 25.72

1 2.53 4.36 0.00 11.03

16 2.00 0.45 0.00 14.40

1 4.36 2.00 0.00 8.72

1 4.73 4.36 0.00 20.62

30 2.00 0.45 0.00 27.00

2 15.01 23.84 0.00 715.68

Electric Room 1 2.39 2.50 0.00 5.98

Machine Room 1 4.21 5.43 0.00 22.86

1 2.65 7.08 0.00 18.76

1089.15 m²

13

Providing and laying vitrified floor tiles in

different sizes (thickness to be

specified by the manufacturer) with water

absorption less than 0.08%

and conforming to IS : 15622, of approved

make, in all colours and

shades, laid on 20mm thick cement

mortar 1:4 (1 cement : 4 coarse

sand), including grouting the joints with

white cement and matching

pigments etc., complete.Size of Tile 600x600 mm

Surgical Post Oprative 1 6.26 15.16 0.00 94.90

DU 1 2.05 2.59 0.00 5.31

CU 1 2.05 2.59 0.00 5.31

Minor OT-2 1 6.07 5.87 0.00 35.63

Equp 1 2.77 2.29 0.00 6.34

Disposal 1 2.77 2.71 0.00 7.51

New Born Baby Care 1 2.13 2.59 0.00 5.52

CH (M) 1 3.00 1.87 0.00 5.61

CH (F) 1 1.88 5.99 0.00 11.26

Corridor 1 3.12 1.20 0.00 3.74

Post Partum 1 6.26 5.80 0.00 36.31

Doctor Rest 1 5.26 2.92 0.00 15.36

Nursuing Rest Room 1 5.26 2.92 0.00 15.36

Corridor 1 2.40 5.96 0.00 14.30

Restricted Corridor 1 11.80 2.25 0.00 26.55

Clean Corridor 1 8.58 2.59 0.00 22.22

Scrubed 1 2.77 1.00 0.00 2.77

CU 1 3.07 1.80 0.00 5.53

Septic Delivery 1 6.26 3.95 0.00 24.73

Eclempsia 1 6.26 2.89 0.00 18.09

Post Labour (6 Beded) 1 6.26 8.89 0.00 55.65

Labour (8 Beded) 1 10.11 5.87 0.00 59.35

Pre Natal Baby Care 1 2.40 2.87 0.00 6.89

Store 1 2.40 2.87 0.00 6.89

CU 1 2.40 2.87 0.00 6.89

DU 1 2.40 2.89 0.00 6.94

Pre Labour (6 Beded) 1 6.26 5.89 0.00 36.87

CU 1 3.74 1.80 0.00 6.73

HDU 1 6.26 3.97 0.00 24.85

Doctor Rest Room 1 6.38 2.89 0.00 18.44

Nursuing Rest Room 1 6.38 2.87 0.00 18.31

Corridor 1 30.52 2.97 0.00 90.64

1 18.07 2.40 0.00 43.37

2 6.26 0.00 4.25 0.00

2 2.05 0.00 4.25 0.00

2 2.05 0.00 4.25 0.00

2 6.07 0.00 4.25 0.00

2 2.77 0.00 4.25 0.00

2 2.77 0.00 4.25 0.00

2 2.13 0.00 4.25 0.00

2 3.00 0.00 4.25 0.00

2 1.88 0.00 4.25 0.00

2 3.12 0.00 4.25 0.00

2 6.26 0.00 4.25 0.00

2 5.26 0.00 4.25 0.00

2 5.26 0.00 4.25 0.00

2 2.40 0.00 0.10 0.00

2 11.80 0.00 4.25 0.00

2 8.58 0.00 4.25 0.00

2 2.77 0.00 4.25 0.00

2 3.07 0.00 4.25 0.00

2 6.26 0.00 4.25 0.00

2 6.26 0.00 4.25 0.00

2 6.26 0.00 4.25 0.00

2 10.11 0.00 4.25 0.00

2 2.40 0.00 4.25 0.00

2 2.40 0.00 4.25 0.00

2 2.40 0.00 4.25 0.00

2 2.40 0.00 4.25 0.00

2 6.26 0.00 4.25 0.00

2 3.74 0.00 4.25 0.00

2 6.26 0.00 4.25 0.00

2 6.38 0.00 1.20 0.00

2 6.38 0.00 1.20 0.00

2 30.52 0.00 4.25 0.00

2 18.07 0.00 4.25 0.00

2 15.16 0.00 4.25 0.00

2 2.59 0.00 4.25 0.00

2 2.59 0.00 4.25 0.00

2 5.87 0.00 4.25 0.00

2 2.29 0.00 4.25 0.00

2 2.71 0.00 4.25 0.00

2 2.59 0.00 4.25 0.00

2 1.87 0.00 4.25 0.00

2 5.99 0.00 4.25 0.00

2 1.20 0.00 4.25 0.00

2 5.80 0.00 4.25 0.00

2 2.92 0.00 4.25 0.00

2 2.92 0.00 4.25 0.00

2 5.96 0.00 4.25 0.00

2 2.25 0.00 4.25 0.00

2 2.59 0.00 4.25 0.00

2 1.00 0.00 4.25 0.00

2 1.80 0.00 4.25 0.00

2 3.95 0.00 4.25 0.00

2 2.89 0.00 4.25 0.00

2 8.89 0.00 4.25 0.00

2 5.87 0.00 4.25 0.00

2 2.87 0.00 4.25 0.00

2 2.87 0.00 0.10 0.00

2 2.87 0.00 4.25 0.00

2 2.89 0.00 4.25 0.00

2 5.89 0.00 4.25 0.00

2 1.80 0.00 4.25 0.00

2 3.97 0.00 4.25 0.00

2 2.89 0.00 1.20 0.00

2 2.87 0.00 1.20 0.00

2 2.97 0.00 4.25 0.00

2 2.40 0.00 4.25 0.00

744.16 m²

13a

Same as above item of Vitrified floor tiles ,

but in dados, skirting, risers of staircase,

laid on a bed of 12 mm thick 1 : 3 ( 1

Cement : 3 Coarse Sand ) mortar base

complete ( DSR NO. 11.41.2)

Size of Tile 600x600 mm

Surgical Post Oprative 2.4 6.26 15.16 0.00 227.76

DU 2.4 2.05 2.59 0.00 12.74

CU 2.4 2.05 2.59 0.00 12.74

Minor OT-2 2.4 6.07 5.87 0.00 85.51

Equp 2.4 2.77 2.29 0.00 15.22

Disposal 2.4 2.77 2.71 0.00 18.02

New Born Baby Care 2.4 2.13 2.59 0.00 13.24

CH (M) 2.4 3.00 1.87 0.00 13.46

CH (F) 2.4 1.88 5.99 0.00 27.03

Corridor 2.4 3.12 1.20 0.00 8.97

Post Partum 2.4 6.26 5.80 0.00 87.14

Doctor Rest 2.4 5.26 2.92 0.00 36.86

Nursuing Rest Room 2.4 5.26 2.92 0.00 36.86

Corridor 2.4 2.40 5.96 0.00 34.33

Restricted Corridor 2.4 11.80 2.25 0.00 63.72

Clean Corridor 2.4 8.58 2.59 0.00 53.33

Scrubed 2.4 2.77 1.00 0.00 6.65

CU 2.4 3.07 1.80 0.00 13.26

Septic Delivery 2.4 6.26 3.95 0.00 59.34

Eclempsia 2.4 6.26 2.89 0.00 43.42

Post Labour (6 Beded) 2.4 6.26 8.89 0.00 133.56

Labour (8 Beded) 2.4 10.11 5.87 0.00 142.43

Pre Natal Baby Care 2.4 2.40 2.87 0.00 16.53

Store 2.4 2.40 2.87 0.00 16.53

CU 2.4 2.40 2.87 0.00 16.53

DU 2.4 2.40 2.89 0.00 16.65

Pre Labour (6 Beded) 2.4 6.26 5.89 0.00 88.49

CU 2.4 3.74 1.80 0.00 16.16

HDU 2.4 6.26 3.97 0.00 59.65

Doctor Rest Room 2.4 6.38 2.89 0.00 44.25

Nursuing Rest Room 2.4 6.38 2.87 0.00 43.95

Corridor 2.4 30.52 2.97 0.00 217.55

CU 2.4 3.07 1.80 0.00 13.26

Septic Delivery 2.4 6.26 3.95 0.00 59.34

Eclempsia 2.4 6.26 2.89 0.00 43.42

Post Labour (6 Beded) 2.4 6.26 8.89 0.00 133.56

Labour (8 Beded) 2.4 10.11 5.87 0.00 142.43

Pre Natal Baby Care 2.4 2.40 2.87 0.00 16.53

Store 2.4 2.40 2.87 0.00 16.53

CU 2.4 2.40 2.87 0.00 16.53

DU 2.4 2.40 2.89 0.00 16.65

Pre Labour (6 Beded) 2.4 6.26 5.89 0.00 88.49

CU 2.4 3.74 1.80 0.00 16.16

2244.80 m²

14

Providing and laying Ceramic glazed floor

tiles of size 300x300 mm (thickness to be

specified by the manufacturer) of 1st

quality conforming to IS : 15622 of

approved make in colours such as White,

Ivory, Grey, Fume Red Brown, laid on 20

mm thick cement mortar 1:4 (1 Cement : 4

Coarse sand), including pointing the joints

with white cement and

matching pigment etc., complete.

Toilet 4 1.80 1.50 0.00 10.80

2 1.80 2.40 0.00 8.64

1 3.07 1.80 0.00 5.53

1 2.40 1.66 0.00 3.98

1 2.92 1.80 0.00 5.26

8 1.80 0.00 2.40 34.56

4 1.80 0.00 2.40 17.28

2 3.07 0.00 2.40 14.74

2 2.40 0.00 2.40 11.52

2 2.92 0.00 2.40 14.02

8 1.50 0.00 2.40 28.80

4 2.40 0.00 2.40 23.04

2 1.80 0.00 2.40 8.64

2 1.66 0.00 2.40 7.97

2 1.80 0.00 2.40 8.64

203.41 m²

14A

Providing and fixing Ist quality ceramic glazed

wall tiles conforming to IS : 15622 (thickness

to be specified by the manufacture ) of

approved make in all colours, shades except

burgundy, bottle green, black of any size as

approved by Engineer-in-Charge in skirting,

risers of steps and dados over 12 mm thick

bed of cement Mortar 1:3 (1 cement : 3

coarse sand) and jointing with grey cement

slurry @ 3.3kg per sqm including pointing in

white cement mixed with pigment of matching

shade complete. (As per DSR Item No.

11.36)

BATH ROOM Sqm. 4 0.90 2.10 7.56

Sqm. 4 1.50 2.10 12.60

BATH ROOM Sqm. 4 0.90 2.10 7.56

Sqm. 4 1.50 2.10 12.60

BATH ROOM Sqm. 4 0.90 2.10 7.56

Sqm. 4 1.50 2.10 12.60

WC Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.00 2.10 8.40

WC Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.00 2.10 8.40

WC Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.00 2.10 8.40

TOILET Sqm. 4 6.80 2.10 57.12

Sqm. 4 3.37 2.10 28.31

PANTRY Sqm. 4 3.26 1.20 15.65

Sqm. 4 1.91 1.20 9.17

TOILET Sqm. 4 1.80 2.10 15.12

Sqm. 4 1.50 2.10 12.60

Sqm. 4 1.18 2.10 9.91

TOILET Sqm. 2 1.50 2.10 6.30

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 2.30 2.10 9.66

Sqm. 2 3.07 2.10 12.89

TOILET Sqm. 2 1.61 2.10 6.76

Sqm. 2 1.45 2.10 6.09

TOILET Sqm. 2 2.62 2.10 11.00

Sqm. 2 1.00 2.10 4.20

TOILET Sqm. 2 1.25 2.10 5.25

Sqm. 2 3.97 2.10 16.67

TOILET Sqm. 2 1.00 2.10 4.20

Sqm. 2 1.44 2.10 6.05

Sqm. 2 1.60 2.10 6.72

TOILET Sqm. 2 1.61 2.10 6.76

Sqm. 2 0.98 2.10 4.12

TOILET Sqm. 2 1.50 2.10 6.30

Sqm. 2 1.50 2.10 6.30

TOILET Sqm. 2 1.80 2.10 7.56

Sqm. 2 1.60 2.10 6.72


Sqm. 4 3.05 1.20 14.64


Sqm. 4 2.68 1.20 12.86

FIRE TANK Sqm. 4 2.71 2.42 26.23

Sqm. 4 4.48 2.42 43.37


Sqm. 4 1.80 2.42 17.42

Sqm. 2 6.41 1.20 15.38

STORE Sqm. 4 6.04 1.20 28.99

Sqm. 4 3.28 1.20 15.74

0.00 664.38

15

Providing and laying matt finished vitrified

tile of size 300x300x9.8mm

having with water absorption less than

0.5% and conforming to IS: 15622 of

approved make in all colours and shades

in for outdoor floors such as footpath,

court yard, multi modals location etc., laid

on 20mm thick base of cement mortar 1:4

(1cement : 4 coarse sand) in all shapes &

patterns including grouting the joints with

white cement mixed with matching

pigments etc. complete as per direction of

Engineer-in-Charge.

1 30.52 2.97 0.00 90.64

90.64 m²

16

Providing and applying white cement

based putty of average thickness 1 mm, of

approved brand and manufacturer, over

the plastered wall surface to prepare the

surface even and smooth complete.

571.79

1826.11

1498.68

817.69

546.01

858.58

225.42

6344.27 0.00 0.00 6344.27

6344.27 m²

17

Painting of walls and ceiling with two

coats of first quality plastic emulsion paint

of approved brand and manufacturer in

desired shade to give an even shade

complete on new work including making

surface smooth with Birla cement putty or

equivalent of approved brand over and

including priming coat complete with cost

of all materials, labour and T&P complete

.571.79

1826.11

1498.68

817.69

4714.27 0.00 0.00 4714.27

4714.27 m²

18

Wall painting with Acrylic Emulsion paint

on outer sarfaces of walls of approved

brand and manufacturer in desired shade

to give an even shade complete on new

work ( two or more coats ) over smooth

base of cement based putty of Birla/ JK or

equivalent complete with cost of all

materials, labour and T&P complete .

546.01

858.58

225.42

1630.00 0.00 0.00 1630.00

1630.00 m²

19

Providing and fixing aluminium work for

doors, windows, ventilators

and partitions with extruded built up

standard tubular sections/

appropriate Z sections and other sections

of approved make

conforming to IS: 733 and IS: 1285, fixing

with dash fasteners of

required dia and size, including necessary

filling up the gaps at

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

required EPDM rubber/

neoprene gasket etc. Aluminium sections

shall be smooth, rust

free, straight, mitred and jointed

mechanically wherever required

including cleat angle, Aluminium snap

beading for glazing / paneling,

C.P. brass / stainless steel screws, all

complete as per architectural

drawings and the directions of Engineer-in-

charge. (Glazing, paneling

and dash fasteners to be paid for

separately) :

A


transparent or dyed to

required shade according to IS: 1868,

Minimum anodic


D1 1500x2100 D/L 7 5.70 1.21 0.00 48.28

D2 1000x2100 S/L 2 5.20 1.21 0.00 12.58

D3 900x2100 S/L 26 5.10 1.21 0.00 160.45

D4 750x2100 S/L 4 4.95 1.21 0.00 23.96

D5a 1800x2100 D/L 2 6.00 1.21 0.00 14.52

D5b 1800x2100 D/L 1 6.00 1.21 0.00 7.26

DW1 5400x3000 D/L 1 6.00 1.21 0.00 7.26

274.31

Add for Plates where required and for hold

fasts if required at 5%13.72

Add extra due to variation in weight as

permissible add 5%13.72

Total 301.74 kg

B Window & Ventilators

Windows outer Chaukhat

DW1 5400X3000 9 1.80 0.89 0.00 14.35

4 0.90 0.89 0.00 3.19

2 2.10 0.89 0.00 3.72

W1 1800X1350 17 7.50 0.89 0.00 112.97

JW1 1800X1350 10 9.00 1.81 0.00 162.90

JW2 1500X1350 1 8.40 1.81 0.00 15.20

JW3 1200X1350 2 6.45 1.81 0.00 23.35

W4 3500X2850 4 9.70 0.89 0.00 34.38

W5 600X1350 3 3.30 0.89 0.00 8.77

W7 2500X1350 1 10.40 0.89 0.00 9.21

W8 1000X1350 3 6.05 0.89 0.00 16.08

V1 900X750 3 3.30 0.89 0.00 8.77

V2 750X750 2 3.00 0.89 0.00 5.32

V3 600X750 2 2.70 0.89 0.00 4.78

V4 850X750 2 3.20 0.89 0.00 5.67

Windows Inner Chaukhat 0.00

DW1 5400X3000 9 1.80 0.73 0.00 11.81

4 0.90 0.73 0.00 2.62

2 2.10 0.73 0.00 3.06

W1 1800X1350 17 7.50 0.73 0.00 92.95

JW1 1800X1350 10 9.00 1.81 0.00 162.90

JW2 1500X1350 1 8.40 1.81 0.00 15.20

JW3 1200X1350 2 6.45 1.81 0.00 23.35

W4 3500X2850 4 9.70 0.73 0.00 28.29

W5 600X1350 3 3.30 0.73 0.00 7.22

W7 2500X1350 1 10.40 0.73 0.00 7.58

W8 1000X1350 3 6.05 0.73 0.00 13.23

V1 900X750 3 3.30 0.73 0.00 7.22

V2 750X750 2 3.00 0.73 0.00 4.37

V3 600X750 2 2.70 0.73 0.00 3.94

V4 850X750 2 3.20 0.73 0.00 4.67

817.07

Add for Plates where required and for hold

fasts if required at 5%40.85

Add extra due to variation in weight as

permissible add 5%40.85

Total 898.78 kg

C For Fixed portion

DW1 5400X3000 XG 3 1.80 0.00 0.90 4.86

4 1.80 0.00 1.05 7.56

W1 1800X1350 WG 34 1.20 0.00 1.35 55.08

JW1 1800X1350 XG 10 0.70 0.00 1.35 9.45

JW2 1500X1350 XG 1 0.40 0.00 1.35 0.54

W43500X2850 WG 4 3.50 0.00 1.35 18.90

96.39 M²

Weight at 2.00kg per sqm 192.78 kg

D


transparent or dyed to required shade

according to IS: 1868, Minimum anodic


For Shutter

D5 1800x2100 3 1.80 0.00 2.10 11.34DW1 5400x3000 1 1.80 0.00 2.10 3.78

JW1 1800x1350 20 0.55 0.00 1.35 14.85

JW2 1500x1350 2 0.55 0.00 1.35 1.49

JW3 1200x1350 4 0.60 0.00 1.35 3.24

W5 600X1350 3 0.60 0.00 1.35 2.43

W6 575X1350 1 0.58 0.00 1.35 0.78

W8 1000X1350 6 0.50 0.00 1.35 4.05

V1 900X750 3 0.90 0.00 0.75 2.03

V2 750X750 2 0.75 0.00 0.75 1.13

V3 600X750 2 0.60 0.00 0.75 0.90

V4 850X750 2 0.85 0.00 0.75 1.28

47.28 M²

Weight at 4.5kg/sqm 212.74 kg

E

Providing and fixing anodised aluminium

grill (anodised transparent or dyed to

required shade according to IS: 1868 with

minimum anodic coating of grade AC 15)

of approved design/pattern, with approved

standard section and fixed to the existing

window frame with C.P.

brass/ stainless steel screws @ 200 mm

centre to centre, including cutting the grill

to proper opening size for fixing and

operation of handles and fixing approved

anodised aluminium standard section

around the opening, all complete as per

requirement and direction of Engineer-in-

charge. (Only weight of grill to be

measured for payment).

DW1 1 5.40 0.00 0.90 4.86

2 1.80 0.00 2.10 7.56

W1 17 2.40 0.00 1.35 55.08

JW1 10 1.80 0.00 1.35 24.30

JW2 1 1.50 0.00 1.35 2.03

JW3 2 1.20 0.00 1.35 3.24

W4 4 3.50 0.00 1.35 18.90

W5 3 0.60 0.00 1.35 2.43

W6 1 0.58 0.00 1.35 0.78

W8 3 1.00 0.00 1.35 4.05

V1 3 0.90 0.00 0.75 2.03

V2 2 0.75 0.00 0.75 1.13

V3 2 0.60 0.00 0.75 0.90

V4 2 0.85 0.00 0.75 1.28

128.55 M²

Weight at 20kg/sqm 2570.93 kg

FAluminium Door Window & Ventilator

Fitting

i

Providing and fixing butt hinges door

shutte, size 125 mm high, sheet thickness

= 3 mm, made of anodized aluminium in

matt black refer drawing No

1206/AL/1028/P1 Dated 17.11.12

1 184.00 0.00 0.00 184.00 No

iiProviding and fixing Mortise handle with

double door attachment one side Knob 1 ,

one side key cylinder ( in sets)

1 90.00 0.00 0.00 90.00 No

iii Pull handles 1 40.00 0.00 0.00 40.00 No

iv Door closures 1 46.00 0.00 0.00 46.00 No

vi Door stoppers 1 46.00 0.00 0.00 46.00 No

vii Tower bolts 1 90.00 0.00 0.00 90.00 No

viii Bottom Patch 1 4.00 0.00 0.00 4.00 No

ix Top Patch 1 4.00 0.00 0.00 4.00 No

x Floor Spring 1 16.00 0.00 0.00 16.00 No

xi Push plate 1 8.00 0.00 0.00 8.00 No

xii Friction Stays for windows & ventilators 1 95.00 0.00 0.00 95.00 No

xiii Window & Ventilator handles 1 95.00 0.00 0.00 95.00 No

xiv Tower bolt for windows 1 190.00 0.00 0.00 190.00 No

xvi Pull handles in windows 1 95.00 0.00 0.00 95.00 No

xvii Butt hinges 75 mm size for windows 1 118.00 0.00 0.00 118.00 No

20

Providing and fixing stainless steel ( Grade

304) railing made of Hollow

tubes, channels, plates etc., including

welding, grinding, buffing, polishing

and making curvature (wherever required)

and fitting the same with

necessary stainless steel nuts and bolts

complete, i/c fixing the railing

with necessary accessories & stainless

steel dash fasteners , stainless

steel bolts etc., of required size, on the top

of the floor or the side of

waist slab with suitable arrangement as

per approval of Engineer-in-charge,

( for payment purpose only weight of

stainless steel members shall be

considered excluding fixing accessories

such as nuts, bolts, fasteners etc.).

6 2.73 0.95 0.00 15.56

4 0.90 0.95 0.00 3.42

2 6.62 0.95 0.00 12.58

2 4.68 0.95 0.00 8.89

2 4.73 0.95 0.00 8.99

49.44 m²

Weight at 22kg/smt 1087.64 kg

52.04 m.

20

A

For wire mesh shutters of Aluminium as

per above item with anodic coating

winows, ventilators including providing

and fixing hinges / pivots making provision

for fixing of fittings whereever required

including the cost of PVC / Neoprene

gasket required ( fitting shall be paid for

separately ) W1 Sqm. 49 1.80 1.05 92.61

W2 Sqm. 9 1.90 1.05 17.96

W3 Sqm. 6 1.10 1.05 6.93

W4 Sqm. 32 1.20 1.05 40.32

W5 Sqm. 4 1.05 1.05 4.41

W6 Sqm. 2 1.00 1.05 2.10

W7 Sqm. 1 0.96 1.05 1.01

W9 Sqm. 2 1.00 1.05 2.10

W11 Sqm. 2 0.85 1.05 1.79

V1 Sqm. 22 1.80 0.75 29.70

V2 Sqm. 6 0.75 0.75 3.38

V3 Sqm. 4 0.60 0.75 1.80

V4 Sqm. 6 0.83 0.75 3.74

207.83

20 B Providing and fixing glazing in aluminium

door, window, ventilator

shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete as

per the architectural drawings and the

directions

of engineer-in-charge . (Cost of aluminium

snap beading shall be

paid in basic itemD1 Sqm. 18 1.35 2.10 51.03

D2 Sqm. 19 1.00 2.10 39.90

D5 Sqm. 16 0.75 2.10 25.20

D6 Sqm. 3 0.60 2.10 3.78

D7 Sqm. 4 1.50 2.10 12.60

D8 Sqm. 25 0.90 2.10 47.25

D9 Sqm. 7 1.80 2.10 26.46

D3 Sqm. 9 1.00 2.10 18.90

D4 Sqm. 18 0.75 2.10 28.35

W1 Sqm. 49 1.80 1.05 92.61

W2 Sqm. 9 1.90 1.05 17.96

W3 Sqm. 6 1.10 1.05 6.93

W4 Sqm. 32 1.20 1.05 40.32

W5 Sqm. 4 1.05 1.05 4.41

W6 Sqm. 2 1.00 1.05 2.10

W7 Sqm. 1 0.96 1.05 1.01

W9 Sqm. 2 1.00 1.05 2.10

W11 Sqm. 2 0.85 1.05 1.79

V1 Sqm. 22 1.80 0.75 29.70

V2 Sqm. 6 0.75 0.75 3.38

V3 Sqm. 4 0.60 0.75 1.80

V4 Sqm. 6 0.83 0.75 3.74

461.30

216mm thick plaster 1:3 Cement/Fine Sand

in Ceiling

i G.F 1 37.21 31.48 0.50 585.69 m³

Deduction 1 4.09 3.97 0.50 8.12

1 2.91 3.97 0.50 5.78

(-) 13.90

Total 571.79 m³

ii F.F

1 5.40 17.10 0.00 92.34

1 5.40 5.70 0.00 30.78

2 4.07 9.56 0.00 77.82

2 4.36 2.00 0.00 17.44

1 5.90 4.36 0.00 25.72

1 2.53 4.36 0.00 11.03

1 4.36 2.00 0.00 8.72

1 4.73 4.36 0.00 20.62

2 15.01 23.84 0.00 715.68

1 2.39 2.50 0.00 5.98

1 4.21 5.43 0.00 22.86

1 2.65 7.08 0.00 18.76

1 6.26 15.16 0.00 94.90

1 2.05 2.59 0.00 5.31

1 2.05 2.59 0.00 5.31

1 6.07 5.87 0.00 35.63

1 2.77 2.29 0.00 6.34

1 2.77 2.71 0.00 7.51

1 2.13 2.59 0.00 5.52

1 3.00 1.87 0.00 5.61

1 1.88 5.99 0.00 11.26

1 3.12 1.20 0.00 3.74

1 6.26 5.80 0.00 36.31

0.00

0.00

1 5.26 2.92 0.00 15.36

1 5.26 2.92 0.00 15.36

1 2.40 5.96 0.00 14.30

1 11.80 2.25 0.00 26.55

1 8.58 2.59 0.00 22.22

1 2.77 1.00 0.00 2.77

1 3.07 1.80 0.00 5.53

1 6.26 3.95 0.00 24.73

1 6.26 2.89 0.00 18.09

1 6.26 8.89 0.00 55.65

1 10.11 5.87 0.00 59.35

1 2.40 2.87 0.00 6.89

1 2.40 2.87 0.00 6.89

1 2.40 2.87 0.00 6.89

1 2.40 2.89 0.00 6.94

1 6.26 5.89 0.00 36.87

1 3.74 1.80 0.00 6.73

1 6.26 3.97 0.00 24.85

1 6.38 2.89 0.00 18.44

1 6.38 2.87 0.00 18.31

1 30.52 2.97 0.00 90.64

1 18.07 2.40 0.00 43.37

4 1.80 1.50 0.00 10.80

2 1.80 2.40 0.00 8.64

1 3.07 1.80 0.00 5.53

1 2.40 1.66 0.00 3.98

1 2.92 1.80 0.00 5.26

1826.11 m²

2212mm cement plaster 1:6 Cement/Fine

Sand

i G.F

Inside

Car Parking 4 15.01 0.00 5.28 317.01

4 23.84 0.00 5.28 503.50

Corridor 2 15.86 0.00 5.28 167.48

2 7.00 0.00 5.28 73.92

2 7.73 0.00 5.28 81.63

Electric Room 2 2.39 0.00 5.28 25.24

2 2.50 0.00 5.28 26.40

Stair Case 4 10.00 0.00 5.28 211.20

4 4.37 0.00 5.28 92.29

1498.68 m²

ii F.F

Stair Case 4 10.00 0.00 4.15 166.00

4 4.37 0.00 4.15 72.54

Toilet 8 1.80 0.00 1.85 26.64

4 1.80 0.00 1.85 13.32

2 3.07 0.00 1.85 11.36

2 2.40 0.00 1.85 8.88

2 2.92 0.00 1.85 10.80

8 1.50 0.00 1.85 22.20

4 2.40 0.00 1.85 17.76

2 1.80 0.00 1.85 6.66

2 1.66 0.00 1.85 6.14

2 1.80 0.00 1.85 6.66

Store 2 2.40 0.00 4.15 19.92

2 2.86 0.00 4.15 23.74

Nurse Station 4 6.38 0.00 3.05 77.84

4 2.86 0.00 3.05 34.89

Electric Room 2 2.39 0.00 4.15 19.84

2 2.50 0.00 4.15 20.75

Sky Light 2 23.84 0.00 5.28 251.75

817.69 m²

2312mm cement plaster 1:6 Cement/Fine

Sand

i G.F

Front Side 2 15.01 0.00 6.10 183.12

Left Side 1 7.17 0.00 6.10 43.74

Right Side 1 7.17 0.00 6.10 43.74

Back Side 1 37.21 0.00 6.10 226.98

2 3.97 0.00 6.10 48.43

546.01 m²

ii F.F

2 37.21 0.00 6.40 476.29

2 31.48 0.00 6.40 402.94

879.23 m²

Deduction

W1 8.5 1.80 0.00 1.35 20.66

JW1 5 1.80 0.00 1.35 0.00

JW2 0.5 1.50 0.00 1.35 0.00

JW3 1 1.20 0.00 1.35 0.00

W4 1 3.50 0.00 2.85 0.00

W5 1.5 0.60 0.00 1.35 0.00

W6 0.5 0.58 0.00 1.35 0.00

W8 1.5 1.00 0.00 1.35 0.00

V1 1.5 0.90 0.00 0.75 0.00

V2 1 0.75 0.00 0.75 0.00

V3 1 0.60 0.00 0.75 0.00

V4 1 0.85 0.00 0.75 0.00

(-) 20.66 m²

Total 858.58 m²

iii Mumty 2 10.46 0.00 4.13 86.40

2 7.17 0.00 4.13 59.22

2 4.21 0.00 4.13 34.77

2 5.45 0.00 4.13 45.02

225.42 m²

Making plinth protection 50 mm thick of

cement concrete 1:3:6 (1 cement: 3

coarse sand : 6 graded stone aggregate 20

mm nominal size) over 75mm thick bed of

dry brick ballast 40 mm nominal size, well

rammed and consolidated and grouted

with fine sand, including finishing the top

smooth.

23A

Providing & fixing ISI marked flush door

shutters conforming IS: 2202 non- decorative

type, core of block board construction with

frame of 1st class hard wood and well

matched commercial 3 ply veneering with

vertical grains or cross bands and face

veneers on both faces of shutters

1 142.18 0.90 0.00 127.96

(a) 35mm thick DOOR including ISI marked

stainless steel butt hinges with necessary

screws.

127.96 m²

Construction of Drain size 200x150mm 1.00 142.18 0.00 0.00 142.18 Rmt

Flush door shutter

G.F.

DW2 1 1 1.500 2.100 3.15

DW3 1 1 0.900 2.100 1.89

DW4 1 1 0.900 2.100 1.89

D1 1 1 1.800 2.100 3.78

D2 2 1 1.500 2.100 6.30

D3 2 1 1.200 2.100 5.04

First Floor 0.000

DW2 2 1 1.500 2.100 6.30

DW3 1 1 0.900 2.100 1.89

DW4 1 1 0.900 2.100 1.89

D1 2 1 1.800 2.100 7.56

D2 24 1 1.500 2.100 75.60

D3 8 1 1.200 2.100 20.16

D4 10 1 1.000 2.100 21.00

D5 12 1 0.750 2.100 18.90

24 second floor

DW1 1 1 1.500 2.100 3.15

DW2 1 1 1.500 2.100 3.15

DW4 2 1 0.900 2.100 3.78

TOTAL 185.43

25

26

Providing and fixing on wall face 150 mm

dia unplasticised rigid PVC rain water

pipe conforming to IS : 13592 Type A

jointing with seal ring conforming to IS :

5382 leaving 10 mm gap for thermal

expansion, single socket pipes complete

with cost of Bends, TEE, shoes clamps etc

complete including making good the walls

18.00 10.47 0.00 0.00 188.46 Rmt

27Supply & Fixing of M.S Pipe Frame Truss

with fiber Sheet

1.00 8.09 18.90 0.00 152.90 m²

27a

Providing Polycarbonate sheet vroofing

with 10 mm thick multicell heat stopper

polycarbonate sheet1000 mm wide free

length resting on aluminium purlins

sections through aluminium cleat at 1000

mm c/c & capped with polycarbonate

connectors complete as per architects

drawing. as per pattern complete

including fixing at site.

152.90 m²

29

Centering and shuttering including

strutting, propping etc. and removal

of form for :

A Column

i G.F 88 0.30 0.00 5.50 145.20

Column Super Structure 88 0.60 0.00 5.50 290.40

435.60 m²

ii F.F 88 0.30 0.00 4.37 115.37

Super Structure 88 0.60 0.00 4.37 230.74

346.10 m²

iii S.F 24 0.30 0.00 3.00 21.60

Column 24 0.60 0.00 3.00 43.20

64.80 m²

B Beam

i G.F 4 5.33 0.00 0.48 10.23

Horizental 2 5.33 0.00 0.30 3.20

4 3.34 0.00 0.48 6.41

2 3.34 0.00 0.30 2.00

2 3.50 0.00 0.48 3.36

1 3.50 0.00 0.30 1.05

2 8.25 0.00 0.48 7.92

1 8.25 0.00 0.30 2.48

6 4.58 0.00 0.48 13.19

3 4.58 0.00 0.30 4.12

4 4.82 0.00 0.48 9.25

2 4.82 0.00 0.30 2.89

20 8.40 0.00 0.48 80.64

10 8.48 0.00 0.30 25.44

26 5.40 0.00 0.48 67.39

13 5.40 0.00 0.30 21.06

2 2.31 0.00 0.48 2.22

1 2.31 0.00 0.30 0.69

8 4.07 0.00 0.48 15.63

Vertical 4 4.07 0.00 0.30 4.88

4 3.75 0.00 0.48 7.20

1 3.75 0.00 0.30 1.13

2 2.26 0.00 0.48 2.17

1 2.26 0.00 0.30 0.68

10 2.35 0.00 0.48 11.28

5 2.35 0.00 0.30 3.53

8 2.97 0.00 0.48 11.40

4 2.97 0.00 0.30 3.56

48 5.70 0.00 0.48 131.33

24 5.70 0.00 0.30 41.04

2 4.36 0.00 0.48 4.19

Stair Case 1 4.36 0.00 0.30 1.31

502.88 m²

ii F.F 4 5.33 0.00 0.48 10.23

Horizental 2 5.33 0.00 0.30 3.20

4 3.34 0.00 0.48 6.41

2 3.34 0.00 0.30 2.00

2 3.50 0.00 0.48 3.36

1 3.50 0.00 0.30 1.05

2 8.25 0.00 0.48 7.92

1 8.25 0.00 0.30 2.48

6 4.58 0.00 0.48 13.19

3 4.58 0.00 0.30 4.12

4 4.82 0.00 0.48 9.25

2 4.82 0.00 0.30 2.89

20 8.40 0.00 0.48 80.64

10 8.40 0.00 0.30 25.20

26 5.40 0.00 0.48 67.39

13 5.40 0.00 0.30 21.06

2 2.31 0.00 0.48 2.22

1 2.31 0.00 0.30 0.69

8 4.07 0.00 0.48 15.63

Vertical 4 4.07 0.00 0.30 4.88

4 3.75 0.00 0.48 7.20

2 3.75 0.00 0.30 2.25

2 2.26 0.00 0.48 2.17

1 2.26 0.00 0.30 0.68

10 2.35 0.00 0.48 11.28

5 2.35 0.00 0.30 3.53

8 2.97 0.00 0.48 11.40

4 2.97 0.00 0.30 3.56

48 5.70 0.00 0.48 131.33

24 5.70 0.00 0.30 41.04

2 4.36 0.00 0.48 4.19

Stair Case 1 4.36 0.00 0.30 1.31

503.76 m²

iii S.F 6 4.58 0.00 0.48 13.19

Beam 3 4.58 0.00 0.30 4.12

2 3.75 0.00 0.48 3.60

1 3.75 0.00 0.30 1.13

2 4.07 0.00 0.48 3.91

1 4.07 0.00 0.30 1.22

2 2.26 0.00 0.48 2.17

1 2.26 0.00 0.30 0.68

4 5.33 0.00 0.48 10.23

2 5.33 0.00 0.30 3.20

4 3.34 0.00 0.48 6.41

2 3.34 0.00 0.30 2.00

2 3.75 0.00 0.48 3.60

1 3.75 0.00 0.30 1.13

2 2.97 0.00 0.48 2.85

1 2.97 0.00 0.30 0.89

4 4.07 0.00 0.48 7.81

2 4.07 0.00 0.30 2.44

6 2.35 0.00 0.48 6.77

3 2.35 0.00 0.30 2.12

2 8.40 0.00 0.48 8.06

1 8.40 0.00 0.30 2.52

90.05 m²

C Slab 1 15.56 3.37 0.00 52.44

i G.F 2 10.50 4.68 0.00 98.28

2 10.50 2.35 0.00 49.35

2 15.61 24.30 0.00 758.65

1 5.40 6.30 0.00 34.02

992.73 m²

ii F.F 1 15.56 3.37 0.00 52.44

Slab 2 10.50 4.68 0.00 98.28

2 10.50 2.35 0.00 49.35

2 15.61 24.30 0.00 758.65

1 5.40 6.30 0.00 34.02

992.73 m²

iii S.F 1 10.50 4.68 0.00 49.14

Slab 1 10.50 2.35 0.00 24.68

1 5.44 5.43 0.00 29.54

103.35 m²

D Stair Case 2 4.36 2.00 0.00 17.44

i G.F 3 2.73 2.00 0.00 16.38

1 5.90 4.36 0.00 25.72

1 2.53 4.36 0.00 11.03

8 2.00 0.30 0.00 4.80

75.37 m²

ii F.F 1 4.36 2.00 0.00 8.72

1 6.62 2.00 0.00 13.24

1 4.68 2.00 0.00 9.36

15 2.00 0.30 0.00 9.00

1 4.73 4.36 0.00 20.62

60.94 m²

E Lintel Bend & Projection 32 5.70 0.00 0.15 27.36

4 2.35 0.00 0.15 1.41

4 4.07 0.00 0.15 2.44

8 8.40 0.00 0.15 10.08

10 5.40 0.00 0.15 8.10

4 5.33 0.00 0.15 3.20

2 3.34 0.00 0.15 1.00

4 3.75 0.00 0.15 2.25

2 3.50 0.00 0.15 1.05

2 4.58 0.00 0.15 1.37

4 4.82 0.00 0.15 2.89

2 2.40 0.00 0.15 0.72

2 2.75 0.00 0.15 0.83

2 2.35 0.00 0.15 0.71

2 2.50 0.00 0.15 0.75

8 6.37 0.00 0.15 7.64

4 1.92 0.00 0.15 1.15

4 1.50 0.00 0.15 0.90

2 2.89 0.00 0.15 0.87

2 3.97 0.00 0.15 1.19

2 1.80 0.00 0.15 0.54

2 2.52 0.00 0.15 0.76

2 1.66 0.00 0.15 0.50

2 5.89 0.00 0.15 1.77

4 1.80 0.00 0.15 1.08

10 6.37 0.00 0.15 9.56

2 3.95 0.00 0.15 1.19

2 2.89 0.00 0.15 0.87

2 8.89 0.00 0.15 2.67

4 5.87 0.00 0.15 3.52

4 2.40 0.00 0.15 1.44

2 5.40 0.00 0.15 1.62

2 8.40 0.00 0.15 2.52

2 15.17 0.00 0.15 4.55

2 1.50 0.00 0.15 0.45

4 2.03 0.00 0.15 1.22

2 5.37 0.00 0.15 1.61

4 2.92 0.00 0.15 1.75

2 2.40 0.00 0.15 0.72

2 5.80 0.00 0.15 1.74

2 5.40 0.00 0.15 1.62

2 3.00 0.00 0.15 0.90

2 1.92 0.00 0.15 0.58

2 3.19 0.00 0.15 0.96

4 14.40 0.00 0.15 8.64

6 2.59 0.00 0.15 2.33

2 5.40 0.00 0.15 1.62

2 8.40 0.00 0.15 2.52

4 2.77 0.00 0.15 1.66

4 5.70 0.00 0.15 3.42

36 0.60 0.00 0.15 3.24

18 0.67 0.00 0.15 1.81

48 0.60 0.00 0.15 4.32

17 2.00 0.23 0.00 7.82

W1 10 2.00 0.23 0.00 4.60

JW1 1 1.70 0.23 0.00 0.39

JW2 2 1.40 0.23 0.00 0.64

JW3 2 3.70 0.23 0.00 1.70

W4 3 0.80 0.23 0.00 0.55

W5 1 0.78 0.23 0.00 0.18

W6 3 1.20 0.23 0.00 0.83

W8 3 1.10 0.23 0.00 0.76

V1 2 0.95 0.23 0.00 0.44

V2 2 0.80 0.23 0.00 0.37

V3 2 1.05 0.23 0.00 0.48

V4 168.35 m³

30 Providing and laying Interlocking concrete

Block pavements having thickness 80mm

including levelling and dressing of surface

to required level and slope, spreaing and

moisting 30mm thick local sand on bed,

filling joints with local sand etc for proper

completion of the work as per direction of

the engineer in charge as per PWD

specifications 1,886.00 Sqm

31 Providing and laying at or near ground

level factory made kerb stone of M-25

grade cement concrete in position to the

required line , level, curvature jointed with

cement mortar 1:3 ( 1 cement : 3 Coarse

sand 0 including making joints with or with

out grooves ( thickness of joint except at

sharp curve shall not ne more than 5 mm),

including making drainage opening

whereever required completion of the work

as per direction of the engineer in charge (

length of finished kerb edging shall be

measured for payment , Precast CC kerb

stone shall be approved by the engineer in

charge 75.80 Cum

32 Providing and fixing broken white glazed

Ceramic tiles over the brick bat coba

treatment.( dsr13-11.44) 984.50 Sqmt

33

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

position and applying a priming coat of

approved steel primer using structural steel

etc. as required.(As per DSR Item No. 10.25)

In gratings, frames, guard bar, ladder,

railings, brackets, gates and similar works(As

per DSR Item No. 10.25.1)Sqm.. 2 5.10 1.10 11.22

(9.24 x 18kg./sqm) Kg. 18 11.22 201.96

201.96

34Making grooves 10 to 12 mm. wide x 8mm.

Deep in plaster of the wall or in ceilling

vertically or horizontally as required.Rmt. 1 42.47 14.00 594.58

594.58

0.00

0.00

NO. L B H

1.

Earth work in Excavation in

trenches for foundation pipes

cable etc in ordinary soil(Loan

clay or sand) including lift upto

1.5 m. lead upto 50m and

dressing of sides and rammings

of bottom and disposal of

surplus exdavated earth as

directed by the engineer i/c

within a lead of 50m. .

251 1 1.00 0.60 0.25 0.15 CUM 85.00 12.75

2

Providing and laying in

cement concrete 1:4:8 ( 1

cement: 4 Course Sand : 8

graded Stone Ballast

aggregate 40mm. Nominal

size) and curing complete

including cost of formwork in

foundation and floors.

281 1 1 0.60 0.10 0.06 CUM 5100.00 306.00

3

Cement concrete flooring 1:2:4

(1 cement : 2 coarse sand : 4

graded

stone aggregate) finished with a

floating coat of neat cement,

including

cement slurry, but excluding the

cost of nosing of steps etc.

completeg

11.3 1 1 0.20 0.00 0.20 m² 316.80 63.36

4

Brick work with common burnt

clay modular bricks of class

designation

7.5 in foundation and plinth in:

6.2.1 2 1 0.115 0.15 0.03 CUM 4347.95 150.00

5

12 mm thick Plaster 1:3

Cement/Course Sand with neat

cement finish

1 1 0.83 0.83

2 1 0.115 0.23

13.9.2 1.06 SQM 269.00 285.14

817.25

Say Rs. 817.00

RATE ANALYSIS FOR DRAIN ( 1.0 R.M. )

QUANTITYS.

NO. ITEM SOR QTY UNIT RATE AMOUNT

1 S.I.T.C. of 20 Passenger cum Bed Elevator. Speed : 1.00 mps. Travel : 5 stops and 5

landings.

Set 1 ₹ 2,600,000.00 ₹ 2,600,000.00

Control - AC variable voltage variable frequency.

Operation : simplex full collective with/without attendent.

Power supply : 400 V, 3 ph, 50 Hz, AC.

Machine : Geared placed directly above hoistway.

Cab finish : stainless steel (hairline). Cab door& shaft door : stainless steel (hairline).

Car floor : Vinyl flooring. False ceiling : stainless steel. Hand rails : stainless steel (mirror

finish)

Cab size : about 2000mm wide X 1550mm deep. Shaft size : about 2350mm wide X

3000mm wide .

Entrance type : Center opening doors. Entrance opening : clear opening 1000mm X

2000mm.

Over head : 4800. Pit depth : 1600 mm.

Door operation : Automatic with ACVVVF door operator and multi ray Electronic door

detector.

Signal design : combined lminous hall button with 16 segment digital hall position

indicator at all floors.Car operating panel with luminous 16 segment digital car position

indicator combined with direction arrows, overload warning indicator, battery operated

alarm bell and emergency light firemans switch at main lobby complete with


landings.

Set 1 ₹ 2,500,000.00 ₹ 2,500,000.00







finish)


3000mm wide .


2000mm.



detector.

BILL OF QUANTITY - LIFT WORK

Name of Work: 100 Bedded MCH Wing in Queen Marry Hospital, KGMU U.P.

Lift Page 1 of 34








landings.Suitable for basement to third floor.

Set 1 ₹ 2,850,000.00 ₹ 2,850,000.00







finish)


3000mm wide .


2000mm.



detector.




alarm bell and emergency light firemans switch at main lobby complete with4 S.I.T.C. of 26 Passenger cum Bed Elevator. Speed : 1.00 mps. Travel : 2 stops and 2

landings.Suitable for ground floor to first floor.

Set 1 ₹ 2,700,000.00 ₹ 2,700,000.00







finish)


3000mm wide .


2000mm.

Over head : 4800. Pit depth : 1600 mm. Lift Page 2 of 34




detector.





Supply and fixing of hoisting beam ISMB 300 X 140 (44.2 kg/mt)cut to size i/c lifting &

shifting upto the machine room, MS trap door in machine room floor slab. Trap door

made of 6 mm thick MS plate weilded on MS angle frame made of 40 X 40 X 6mm MS

angle, complete with hinges and locking arrangement, including electrical work in

machine room. Complete in all repects.

Job 4 ₹ 140,000.00 ₹ 560,000.00

TOTAL ₹ 11,210,000.00

Lift Page 3 of 34

of 34

S No Description of Item Unit Qty Rate Amount (Rs)

SPLIT UNITS1 Supply & installation of LG/Vediocon/Eqlt. Make High Wall Split Unit complete with Indoor Unit,

Condensing Unit and Cordless Remote.

a 1.5TR Capacity Nos 30 35,000.00 1,050,000.00

b 2.0 TR Capacity. Nos 30 38,500.00 1,155,000.00

2 Supply of Voltage Stabilizer -

a 4KVA Capacity wall hanging range 160V -280V Nos 30 4,500.00 135,000.00

b 5KVA Capacity wall hanging range 160V -280V Nos 30 5,000.00 150,000.00

3 Supply & installation of Copper piping with fittings complete with Nitrile Rubber Insulation for

connecting Indoor & Outdoor Units.

Rmt 500 836.00 418,000.00

4 Supply & installation of Drain Water PVC Pipe from Indoor Unit to Outside Drain Point. Rmt 450 130.63 58,781.25

5 Supply and laying of Copper Cable of 4Core x 1.5Sqmm size from Outdoor Unit to Indoor Unit. Rmt 500 114.00 57,000.00

6 Supply and laying of Copper Cable of 3Core x 2.5Sqmm size from Outdoor Unit to Power Point. Rmt 500 142.50 71,250.00

7 Supply & installation of MS Stand for Outdoor Unit. Each 60 1,425.00 85,500.00

8 Charges for making civil opening in walls for running of Copper Pipe of High Wall Split Units. Each 60 475.00 28,500.00

Total 3,209,031.25

BILL OF QUANTITY - AIR CONDITIONING SYSTEM

Name of work:-Construction of 100 bedded Hospital at Queen Merry Hospital,King George Medical

University, Lucknow.

Air conditioning Page 4 of 34

S No Description of Item Unit Qty Rate Amount (Rs)1 S.I.T.C. of 630 KVA 11/.44 KV copper wound indoor type transformer with cable end box on both sides, Cooling - ONAN, Temprature

rise oil/winding - 50/55 C, vector group reference Dyn11, off load tap changer +/- 7.5% , 6 steps @ 2.5%, No load losses and full

load losses - as per IS, including making of transformer plinth of suitable size as per directions of engineer in charge

each 1 954,000.00 954,000.00

2 S/F MS cage for tranformer made from 40 X 40 X 6 mm MS angle frame and 25 X 50mm MS jali, frame to be assembled on nut &

bots , complete with one no openable gate, complete cage to be painted with one coat of red oxide primer and two coats of synthetic

enamel paint. Complete with fixing of cage in ground with concreting / brick work as per requirement.

sqmt 24 800.00 19,200.00

3 S.I.T.C. 11 kV VCB unit panel(having arrangement for incomming and outgoing ) totally enclosed, indoor type, floor mounting, vermin

& dust proof, vertical installation, horizontal drawout type, air insulated metal clad switch gear having motorised mechanism,

complete with necessary copper bus bars and integral earthing facility through copper bus bar. CT ratio - 100/5 +5 A, PT ratio -

11kv/3/110V/3. Instrument panel consisting of Ammeter, voltmeter, powerfactor meter etc. Protection relays - IDMT relay, earthfault

relay, master trip & lockout relay. Complete inall respects.

each 1 550,000.00 550,000.00

4 Supply, Installation, Testing and commissioning of 160 kVA, 3 ph 1500 RPM, 0.8 power factor, 50 Hz, DG Set complete with sound

proof canopy, battery set etc complete with foundation as per specifications. Complete in all respects.

each 2 1,488,000.00 2,976,000.00

5 Supply, Installation, Testing and commissioning of fully automatic A.M.F. Panel for 160 KVA D.G. Set , indoor cubical type, dust and

vermin proof, floor mounting type, made of 16 SWG CRCA sheet steel, duly powder coated, wired and with suitable rating TPN

aluminium Bus Bar duly PVC heat shrink sleeved. The panel shall comprise of all required switchgears i.e., auto transfer switch

having manual bypass system, MCCB relays, metering instuments, auto-cut battery charger and safty device / accessories complete

in all respects.

each 2 300,000.00 600,000.00

6 Supply and making of 11 KV indoor/outdoor type end termination heat shrinkable type for 120 sqmm X 3 C each 6 8,000.00 48,000.00

7 Supply and laying of 120 sqmm X 3, C 11 KV grade XLPE insulated PVC bedded, galvanised flat steel strip armoured cable

conforming to IS 7098 9part - II with latest amendments) at a depth of 900 mm below grond level over a cushion of 100 mm thick fine

river sand all around and protected with well burnt bricks on sides and on top put across. The armouring shall be properly connected

with earth conductor by clamps etc .

rmt 80 1,800.00 144,000.00

8 Supply and erection of GI octagonal pole flange type7 mtr high complete with GI pole top bracket 1.5 mtr long & kit kat for connection

of wires , on RCC foundation 300 X 300 X 1200mm deep complete in all respects

each 10 15,000.00 150,000.00

9 S/fixing of 250 W HPSV fitting (Cat no SGP 438 1 X SONT250W Phillips make or equivalent) on pole each 10 6,400.00 64,000.00

10 Supply and laying of XLPE insulated armoured seved sheathed Aluminiumconductor cables 1100 V grade at a depth of 750 mm

below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface

the cable run shall be fixed on MS clamps & M.S.slotted angle tray etc of suitable size or as directed by engineer in charge, the

armouring of the cable shall be properly connected with the earth conductor by clamps. of following sizesa 10 sqmm X 2 C rmt 200 225.00 45,000.00

b 35 sqmm X 3.5 C rmt 150 360.00 54,000.00

c 70 sqmm X 3.5 C rmt 250 650.00 162,500.00

d 120 sqmm X 3.5 C rmt 150 940.00 141,000.00

e 240 sqmm X 3.5 C rmt 120 1,600.00 192,000.00

f 400 sqmm X 3.5 C rmt 120 2,360.00 283,200.00

11 Supply and making of end termination of LT cable i/c the cost of double compression glands, aluminium lugs of required sizes

complete in all respects

a 10 sqmm X 2 C each 20 237.50 4,750.00

b 35 sqmm X 3.5 C each 10 285.00 2,850.00

c 70 sqmm X 3.5 C each 10 332.50 3,325.00

d 120 sqmm X 3.5 C each 15 356.25 5,343.75

BILL OF QUANTITY - SUB STATION & EXTERNAL ELECTRIFICATION WORK

Name of work:-Construction of 100 bedded Hospital at Queen Merry Hospital,King George Medical University,

Lucknow.

Sub station external electrification Page 5 of 34

S No Description of Item Unit Qty Rate Amount (Rs)e 240 sqmm X 3.5 C each 15 403.75 6,056.25

f 400 sqmm X 3.5 C each 15 451.25 6,768.75

12 Supply Installation testing & commissioning of L.T. Control Panel, indoor cubical type, dust & vermine proof, floor mounting, free

standing, dead front construction, made of 16 SWG CRCA sheet steel, duly Powder Coated having separate instrument chamber

comprising of flush type voltmeter, amperemeter, selector switches CTs, indicating lights, toggle switch, protection fuses on incoming

& all outgoing of 100 A, & above shall have amperemeter, selector switches & CTs, suitable rating PVC sleeved aluminium bus bars

and complete with the following switchgears, including connections & interconnections etc.

set 1 870,000.00 870,000.00

Incomer : 1000A FP ACB MDO type - 1 no

Bus bar : 1200 A Aluminium bus with heat shrink sleeving and mounted on non hygroscopic supports

Out going : 320 A FP MCCB -1 No

200 A FP MCCB - 5 No

100 A FP MCCB - 2 No

63 A FP MCB -4 No

13 Supply Installation testing & commissioning of Emergency L.T. Control Panel, indoor cubical type, dust & vermine proof, floor

mounting, free standing, dead front construction, made of 16 SWG CRCA sheet steel, duly Powder Coated having separate

instrument chamber comprising of flush type voltmeter, amperemeter, selector switches CTs, indicating lights, toggle switch,

protection fuses on incoming & all outgoing of 100 A, & above shall have amperemeter, selector switches & CTs, suitable rating

PVC sleeved aluminium bus bars and complete with the following switchgears, including connections & interconnections etc.

set 1 280,000.00 280,000.00

Incomer : 320 A FP MCCB - 1 No

Bus bar : 400 A TPN Al Bus

out going : 63 A TPN SDFU - 3 No

63 A FP MCB -6 No

14 Supply Installation testing & commissioning of Emergency L.T. Control Panel, indoor cubical type, dust & vermine proof, floor

mounting, free standing, dead front construction, made of 16 SWG CRCA sheet steel, duly Powder Coated having separate

set

floor mounting, free standing, dead front construction, made of 16 SWG CRCA sheet steel, duly Powder Coated having separate

instrument chamber comprising of flush type voltmeter, amperemeter, selector switches CTs, indicating lights, toggle switch, separate instrument chamber comprising of flush type voltmeter, amperemeter, selector switches CTs, indicating lights, toggle switch,

protection fuses on incoming & all outgoing of 100 A, & above shall have amperemeter, selector switches & CTs, suitable rating PVC toggle switch, protection fuses on incoming & all outgoing of 100 A, & above shall have amperemeter, selector switches & CTs,

suitable rating PVC sleeved aluminium bus bars and complete with the following switchgears, including connections & & CTs, suitable rating PVC sleeved aluminium bus bars and complete with the following switchgears, including connections &

interconnections etc.

Incomer : 200 A FP MCCB - 1 No

Bus bar : 250 A TPN Al minium

out going : 1003 AFP MCCB - 1 No

63 A FP MCB -3 No

15 Supply and burrying of GI earth plate 600 X 600 x 6mm thick GI plate vertically for earthing with its top at least3 mtr below ground

level complete with 20 mm dia GI pipe and funnel for watering , 30 sqcm CI frame with hinged cover masonary housing alternate

layers of charcoal & salt at least 150mm thick all around etc complet in all repects as per directions of engineer in charge

each 20 3,900.00 78,000.00

16 Supply and burrying of copper earth plate 900 X 900 X 3 mm vertically with its top at least 3 mtr below

ground level complete with 20mm dia GI pipe for watering funnel, 30 cm X 30 cm CI frame with hinged

cover masonary housing alternate layers of charcoal/coke and salt atleast 150mm thick alround etc as

per directions of engineer in charge.

each 4 13000.00 52,000.00

17 Supply and laying of copper strip 50 X 6 mm from earth electrode directly in ground/on surface fixed on

insulators i/c the cost of insulators.

rmt 100 780.00 78,000.00

18 Supply and laying of GI strip 32mm x 6mm directly form earth electrode directly in ground or on surface. rmt 800 110.00 88,000.00

19 Supply and laying of GI pipe 100 mm dia i/c all accessories laid in ground at a depth of 750 mm or in wall for cable entry. rmt 60 710.00 42,600.00


S No Description of Item Unit Qty Rate Amount (Rs)

TOTAL 7,900,593.75


Sl.No. Description of Item Unit Qty. Rate Amount

1 Wiring point for light with 1 sq. mm. FR PVC insulated multistrand single core copper conductor cable in heavy guage rigid

steel conduit pipe partly concealed in the wall & partly laid in slab along with the reinforcement before concreting,

complete with 1.5 sqmm copper earth continuity wire, modular type switch , GI modular type box & 3 terminal ceiling rose

/angle /batten holder complete in all respects, as directed including matching colour wash.

each 825 638.00 526,350.00

2 Same as above but for 5 A plug point on board each 200 342.00 68,400.00

3 Same as above but for call bell point. each 20 615.00 12,300.00

4 same as above but for exhaust fan with 1.5 sqmm copper wire and 1.5 sqmm copper wire for earth each 30 916.00 27,480.00

5 same as above but for ceiling fan / fresh air fan with 1.0 sqmm copper wire and 1.5 sqmm copper wire for earth each 210 638.00 133,980.00

6 same as above but for 2 Way light point each 25 756.20 18,905.00

7 same as above but for HPSV light with 1.5 sqmm copper wire and 1.5 sqmm copper wire for earth each 8 1,078.00 8,624.00

8 Wiring for seperate plug point with 1.5 sq. mm. FR PVC insulated multistrand single core copper conductor cable in heavy

guage rigid steel conduit pipe partly concealed in the wall & partly laid in slab along with the reinforcement before

concreting, complete with 1.5 sqmm copper earth continuity wire, modular type switch , GI modular type box & 3 terminal

ceiling rose /angle /batten holder complete in all respects, as directed including matching colour wash.

each 200 637.45 127,490.00

9 Supply and wiring of submain with 2X 2.5 sq.mm. FR PVC insulated 1100 V grade multistrand single core copper

conductor cable and 1 no 1.5 sqmm copper wire for earth in Heavy guage rigid steel conduit partly laid in slab and partly

concealed in wall

rmt 3500.00 153.90 538,650.00

10 Same as above but for 2 X 1.5 sqmm copper wire and 1 No 1.5 sqmm copper earth wire rmt 3500.00 133.00 465,500.00

11 Same as above but for 2X 4.0 sqmm copper wire and 1 No 2.5 sqmm copper earth wire rmt 3200.00 181.45 580,640.00





16 S/fixing of Hexagonal fan box 16 SWG, including phenolic fan sheet. each 210 101.65 21,346.50

17 S/fixing of MS loose wire box 200 X 250 X 75 mm deep made from 16 SWG MS sheet complete with 3 mm thick phenolic

sheet cover.

each 50 190.00 9,500.00

18 S/fixing of MS loose wire box 250 x 300 X 75 mm deep made from 16 SWG MS sheet complete with 3 mm thick phenolic

sheet cover.

each 50 285.00 14,250.00

19 S/fixing of MS loose wire box 300 X 450 X 75 mm deep made from 16 SWG MS sheet complete with 3 mm thick phenolic

sheet cover.

each 50 380.00 19,000.00

20 Supply and fixing of factory wired, recess mounting cat II mirror optic fittings with electronic ballast Clean Room luminarie

front opening suitable for PLL-36 W X 3 No. with CFL lamps complete in all respect. CAT AA (cat no FBS650 3X PL-L36

WEB ( with electronic ballast) PFOPGT Phillips make or equivalent)

each 25 9,130.00 228,250.00

21 Supply and fixing of factory wired, recess/ surface type mounting mirror optic fittings for 2 x 36 W CFL lamps with

electronic ballast & bright anodized aluminium reflector & P5 paralite louvers with 2 x 36 W CFL lamps complete in all

respect. (Cat No FBS 300 2XPL-L36W P5WEBT Phillips make or equivalent)

each 150 5,070.00 760,500.00

22 Supply and fixing of factory wired, recess/ surface type mounting mirror optic fittings for 3 x 36 W CFL lamps with

electronic ballast & bright anodized aluminium reflector & P5 paralite louvers with 3 x 36 W CFL lamps complete in all

respect. (Cat No FBS 300 M 2 X PL-L36W P5 WEBT Phillips make or equivalent)

each 150 6,025.00 903,750.00

24 Supply and fixing of recess mounting CFL down light specially designed for SATIN FINISH aluminium reflector, Electronic

ballast suitable for & with 2X 18 w CFL complete in all respects.(Cat no FBH1-45M2 XPL-C/4P18WHF240 V phillips make

or equivalent)

each 40 2,575.00 103,000.00

BILL OF QUANTITY - ELECTRICAL WORK (Internal)

Name of work:-Construction of 100 bedded Hospital at Queen Merry Hospital,King George Medical University, Lucknow.

Electrical - Internal Page 8 of 34




25 Supply and fixing of factory wired HPF box type fluorescent tube light fitting with electronic ballast suitable for 1X40 w

fluorescent tube complete including tubes etc. on surface complete in all respects.CAT AA

(Cat No- TMC 501 1XTL-D-36 WEB Philips make or equivalent)

each 200 1,025.00 205,000.00

26 Supply and fixing of factory wired HPF box type decorative mirror light fitting suitable fir 1X18 fluorescent tube complete

including tubes etc. on surface complete in all respects.

each 20 995.00 19,900.00

27 Supply and fixing of industrial bulk head fitting with polycarbonate base guard, prismatic reflector silicon gasket suitable

for and with 1X18 w CFL complete in all respect. ( CAT - AA)

each 20 675.00 13,500.00

28 S/F of angle Batten holder complete with 15 W direct fit CFL each 150 152.00 22,800.00

29 Supply & fixing of single light, wall bracket on matching M.D.F.E.G. board base etc. complete in all respects.

a Cat A each 70 567.15 39,700.50

30 Supply and fixing of factory wired sodium vapour lamp street light luminaries single piece cast “Aluminium” body suitable for 250 w S.V. lamp including integral control gear, 150w S.V. lamp on G.I. pipe bracket complete in all respects on wall

with 1.5 mtr long 40 mm dia GI bracket and clamps.(Cat no SGP 438 1 X SONT250W Phillips make or equivalent)

each 8 5,481.50 43,852.00

31 S/F of surface/flush mounting 4 ways TPN distribution board without MCB with additional metal door complete in all

respect and as directed at site.

each 26 2,498.00 64,948.00

32 S/F of surface/flush mounting 6 ways TPN distribution board without MCB with additional metal door complete in all

respect and as directed at site.

each 2,498.00 -

33 S /F surface /flush mounting 8 ways SPN distribution board without MCB double door complete in all respect and

directed as directed at site

each 6 1,254.00 7,524.00

34 S/F of 63 AMP. FP MCB ( 10KA) each 26 1,819.00 47,294.00

35 S/F of 63 AMP. TP MCB ( 10KA) each 1,420.00 -

36 S/F of 63 AMP. DP MCB ( 10KA) each 6 921.50 5,529.00

37 S/F & 5Amp./6/… 32Amp. MCB 9 K.A. / 10 K.A. each 492 190.00 93,480.00

38 S/F of 63 Amp 415 V metal clad T.P. rewireable type switch fuse unit on angle iron bracket complete in all respects. -

Cat. B each 8 3,116.00 24,928.00

39 Supply / fixing and making connection of 63 Amp 4 pole 30 MA ELCB of din rail mounting complete in all respects as per

direction and satisfaction to the E/I.

each 4 3,105.55 12,422.20

40 S/F of MCB blanking plate for DB each 26 11.40 296.40

41 S /F sheet steel enclosure surface /flush mounting fitted with 20 Amp. 2 pin and earth metal clad scraping earth plug and

socket complete in all respect.

each 60 600.40 36,024.00

42 Supply and fixing of call bell of approved make on polished MDFEG / Teak wood board including making connection etc.

complete in all respects.

each 20 99.75 1,995.00

43 Supply and fixing of 16 ways bell indicator on PMDFEG / Teak wood board including making connection etc. complete in

all respects.

each 10 3,325.00 33,250.00

44 Supply and burying of 600mm X 600mm X 6.0mm G.I. plate vertically for earthing with its top at least 3 meters below

ground level complete with 20mm dia G.I. pipe ("B" class) and funnel for watering and 30cm square C.I. frame with

hinged cover masonary housing alternate layers of charcoal / coke and salt at least 150mm thick all round etc. as per

direction of Engineer-in-charge complete in all respects .

set 10 3,852.25 38,522.50

45 Same as above but with copper plate of size 600 X 600 X 3mm set 8 7,600.00 60,800.00

46 Same as above but for lightening conductor with GI plate size 900 X 900 X 6mm each 4 5,434.00 21,736.00





47 Supply and laying of 32mmX6mm G.I. strip from earth electrode directly in the ground as required complete in all

respects.

rmt 800 114.95 91,960.00

48 same as above but copper strip of size 32mm X 6 mm rmt 300 788.50 236,550.00

49 Supply and fixng of vertical down conductor 32 X 6mm GI strip on approved clamps on surface for lightening conductor for

upto 4 storeyed building

rmt 300 201.40 60,420.00

50 Supply and fixing of vertical air termination final rod comprising of 300mm long X25mm dia. Copper rod with one pointed

prong and 100mm dia X3mm thick base plate etc. complete in all respects.

each 4 1,045.00 4,180.00

51 Making of joints in GI strip i/c fixing with GI nut & bolt and soldering each 200 41.80 8,360.00

52 Making of joints in copper strip i/c fixing with GI nut & bolt and soldering each 100 145.35 14,535.00

53 Supply and fixng of 1200 mm sweep Ceiling fan ISI marked complete with fan down rod of required size each 210 1,500.00 315,000.00

54 S/F of fan step regulator modular type (2/3 module) each 210 427.50 89,775.00

55 Supply and fixing of 300 mm sweep 900 RPM exhaust fan heavy duty with the help of MS fasteners, including making

connections, making of hole in wall fixing of MS drum & MS louvers of required size

each 20 3,170.00 63,400.00

56 Supply and fixing of 450 mm weep 900 RPM exhaust fan heavy duty with the help of fasteners, including making

connections, making of hole in wall fixing of MS drum & MS louvers of required size.

each 10 5,090.00 50,900.00

57 S/F of sock treatment chart (Prescribed under IE rules ) duly framed with glass & supported from back with hard board or

soft board with supply of all material labour T& P for proper completion of work.

each 12 193.80 2,325.60

58 Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E. rules each 12 42.75 513.00

59 Supply and layfing of 1800mmX900mmX12mm thick chequered rubber matting of tested quality. each 12 2,098.55 25,182.60

60 Supply and fixing of cable route marker in suitable masonry enclosure as directed by the Engineer – in charge. each 80 275.50 22,040.00

61 S/fixing of 15 watt C.F.L. each 20 166.25 3,325.00

62 Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E. rules each 10 55.10 551.00

63 Supply and fixing of fan hook fabricated M.S. rod for ceiling fan each. each 10 78.85 788.50

64 Supply and fixing of crimping , solder less , copper tin electroplated lugs of Dowel’s / ismail make suitable for 10 sq.mm cables , including tapping with insulating tape , complete in all respects.

each 400 10.45 4,180.00

65 Supply and fixing of crimping , solder less , copper tin electroplated lugs of Dowel’s / ismail make suitable for 1.5 sq.mm to 6 sq.mm cables , including tapping with insulating tape , complete in all respects.

each 60 15.20 912.00

66 Supply and fixing of power plug with 15A/240 V flush type modular switch and 6 pin 20A/10A 250 V flush type universal

modular socket complete with GI box modular tyepe inluding supply of all material, labour T&P etc. required for proper

completion of work

each 300 500.00 150,000.00

67 Supply and fixing of metra plug & Socket 32A TP each 10 2,770.00 27,700.00

68 S/F of 40 AMP. 4 pole MCB ( 10KA) each 4 1,819.25 7,277.00

69 S/making of chamber for cable etc. of size 30x30x75 cm including all material & labour. each 4 712.50 2,850.00

70 S/making of chamber for cable etc. of size 45x45x75 cm including all material & labour. each 4 807.50 3,230.00

71 S/making of cable trench for cable etc. including all material & labour. Size- rmt 10 2,945.00 29,450.00

72 S/laying of G.I pipe with required socket underground at the depth of 750 mm below complete in all respect.

100 mm dia rmt 200 950.00 190,000.00

73 S/laying of P.V.C pipe with required socket underground at the depth of 750 mm below complete in all respect. -

100 mm dia rmt 200 295.00 59,000.00

74 S/Laying of flexible PVC conduit -





a 20 mm dia rmt 300 12.35 3,705.00

b 25 mm dia rmt 600 16.15 9,690.00

c 32 mm dia rmt 200 21.38 4,275.00

75 S/Fixing of P.V.C gland in flexible pipe.

a 20 mm dia each 12 11.40 136.80

b 25 mm dia each 20 13.30 266.00

c 32 mm dia each 20 15.68 313.50

76 S/F of Slloted angle 40x40x3mm with hanger,fastener GI nut bolt & saddile. rmt 120 190.00 22,800.00

77 Supply and fixing of Computer Jack for Cat - 6 Modular type. each 75 600.00 45,000.00

78 Supply and fixing of TV Jack Modular type. each 5 94.05 470.25

79 Supply and fixing of Telephone Jack Modular type. each 5 272.65 1,363.25

80 Supply and drawing of 2 pair telephone wire in PVC conduit heavy guage. rmt 5 76.00 380.00

81 Supply and drawing of computer networking wire CAT - 6 wire in PVC conduit heavy guage rmt 5 85.50 427.50

82 Supply and drawing of Television wire RG 6 in heavy guage PVC conduit. rmt 50 85.50 4,275.00

83 S/fixing modular blanking plate . each 100 24.70 2,470.00

84 S/Laying of fine sand in cable Trench. cq. Mtr 10 760.00 7,600.00

85 S/fixing of trench cover complete. sqmtr 10 3,705.00 37,050.00

86 Supply and fixing of 4 way VTPN Distribution board double door with 125 Amp. 3 Pole MCCB at incomming each 6 20,482.00 122,892.00

87 Supply and laying of 20mm dia heavy 16 SWG (1.5mm thick) rigid steel conduit ISI marked complete with bends,deep

J/B,binding wire chuck nut and cotton waste In wall/slab before concerting etc. complete in all respects.

rmt 300 84.55 25,365.00

88 Same as above but 25 mm dia rigid steel conduit rmt 400 96.90 38,760.00

89 Same as above but 32 mm dia rigid steel conduit rmt 300 136.80 41,040.00

90 same as above but heavy duty (2mm thick) PVC conduit of 20mm dia. rmt 400 38.00 15,200.00



93 S/fixing modular switch boxes of following sizes complete with modular plate i/c cutting of wall and making good after

fixing of box with the help of cement coarse sand mix.

each -

a 2 Module each 50 50.00 2,500.00

b 3 module each 100 70.00 7,000.00

c 4 module each 100 85.00 8,500.00

d 6 module each 50 115.00 5,750.00

e 8 module each 50 150.00 7,500.00

f 12 module each 100 180.00 18,000.00

g 18 module each 50 210.00 10,500.00

94 Supply and laying of XLPE insulated armoured seved sheathed Aluminiumconductor cables 1100 V grade at a depth of

750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and

on top. On surface the cable run shall be fixed on MS clamps & M.S.slotted angle tray etc of suitable size or as directed

by engineer in charge, the armouring of the cable shall be properly connected with the earth conductor by clamps. of

following sizes

a 35 sqmm X 3.5 C rmt 100 350.00 35,000.00

b 70 sqmm X 3.5 C rmt 150 790.00 118,500.00





c 120 sqmm X 3.5 C rmt 150 920.00 138,000.00

95 Supply Installation testing & commissioning of Floor L.T. Control Panel, indoor cubical type, dust & vermine proof, floor

mounting, free standing, dead front construction, made of 16 SWG CRCA sheet steel, duly Powder Coated having

separate instrument chamber comprising of flush type voltmeter, amperemeter, selector switches CTs, indicating lights,

toggle switch, protection fuses on incoming & all outgoing of 100 A, & above shall have amperemeter, selector switches &

CTs, suitable rating PVC sleeved aluminium bus bars and complete with the following switchgears, including connections

& interconnections etc.

each 7 105,000.00 735,000.00

Incomming : 160 A FP MCCB - 1 No

Bus bar : 200 A TPN AL bus

Out going : 100 A TPN MCCB - 1 no

63 A FP MCB - 4 no

96 Supply Installation testing & commissioning of Floor Emergency L.T. Control Panel, indoor cubical type, dust & vermine

proof, floor mounting, free standing, dead front construction, made of 16 SWG CRCA sheet steel, duly Powder Coated

having separate instrument chamber comprising of flush type voltmeter, amperemeter, selector switches CTs, indicating

lights, toggle switch, protection fuses on incoming & all outgoing of 100 A, & above shall have amperemeter, selector

switches & CTs, suitable rating PVC sleeved aluminium bus bars and complete with the following switchgears, including

connections & interconnections etc.

each 7 85,000.00 595,000.00

Incomming : 125 A FP MCCB - 1 No

Bus bar : 160A TPN AL bus

Out going :

63 A FP MCB - 4 no

Total 12,240,251.00


of 34

S No Description Amount

1 Cost of internal electrification 12,240,251.00

2 Cost of Fire Alarm system 1,393,950.00

3 Cost of Fire Extinguishers 162,108.00

4 Cost of Fire Hydrant & Pumps 5,460,405.00

5 Cost of Sub station & external Electrification 7,900,593.75

6 Cost of Air Conditioning system 3,209,031.25

7 Cost of lifts 11,210,000.00

8 Total 41,576,339.00

ABSTRACT OF COST - ELECTRICAL WORK



Unit Rate Amount

(In Rs.) (In Rs.)

ABC store pressure (Multipurpose) type Fire Extinguisher Capacity 04 kg fully charged &

complete with wall mounting bracket and discharge hose pipe and pressure gauge IS: 15683 ISI

marked.

CO2 type Fire Extinguisher Capacity 4.5 kg fully charged complete with wall mounting bracket

and discharge Hose pipe and Horn IS: 15683, ISI Marked.

3 G.I. Fire Bucket capacity 9 liters 4 Nos. 171 684.00

4 Fire bucket stand for hanging Four bucket. 1 Nos. 1710 1,710.00

162,108.00

8,436.00 101,232.00

Bill of Quantity

S.N. Description Qty Unit



Total

FIRE EXTINGUISHER

1 12 Nos. 4,873.50 58,482.00

2 12 Nos.

Unit Rate Amount

(In Rs.) (In Rs.)Supply installation testing commissioning and handing over of 8 – Zone Main Control Panel with Public Addressable

System (P.A. System) with all facility like Open & Short circuit fire and fault indication & 120 watt Amplifirer for P.A.

System etc. complete with Battery Charger & All other Accessories strictly as per IS: 2189.

Supply installation testing commissioning and handing over of 4 –Zone Local Control Panel with all facility like Open &

Short circuit fire and fault condition & All other Accessories strictly as per IS: 2189.

Supply installation testing commissioning and handing over of Ionization Smoke Detector complete with base & all other

accessories.

Supply installation testing commissioning and handing over of ROR type Heat Detector fixed temperature complete with

base & all accessories.

5 Supply installation testing commissioning and handing over of Response Indicator (R.I.) as per IS: 2189. 75 No. 251.00 18,825.00

Supply installation testing commissioning and handing over of Manual Call Point Break Glass in metallic box with

Hammer as per IS: 2189.

7 Supply installation testing commissioning and handing over of Electronic Alarm Sounder as per IS: 2189. 10 No. 775.00 7,750.00

8 Supply installation testing commissioning and handing over of Maintenance free battery. (2Nos X 12 Volt X 42AH) 1 Set 16,500.00 16,500.00

Supply, wiring, connection and testing of sizes 1100 volt grade PVC insulated copper conductor Wire in conduit

concealed in wall, Slab, ceiling/ false ceiling complete with all accessories as per standard specification.

Make of Wire: Havell/Rallison or equivalent

(2Core X 1.5sq.mm.) 5000 Mtrs 45.00 225,000.00

(3Core X 1.5sq.mm.) 2000 Mtrs 65.00 130,000.00

Total Amount Rs. 1,393,950.00

9

6 10 No. 700.00 7,000.00

3 300 No. 2,275.00 682,500.00

4 25 No. 1,655.00 41,375.00

1 1 No. 72,500.00 72,500.00

2 7 No. 27,500.00 192,500.00

Bill of Quantity

S.N. Description Qty Unit

FIRE ALARM SYSTEM

Name of work:-Construction of 100 bedded Hospital at Queen Merry Hospital,King George Medical University,

Lucknow.

Fire Fighting and Sprinkler System

S.N. Particulars QTY Unit Rate Amount

S.I.T.C. of ISI Marked C-Class (Heavy Duty) M.S. Pipe For UNDER GROUND Use including

transportation, Bend, Flanges, Reducer, Tees, Anti Corrosive Treatment and Laying down the pipe in

trenches and back filling of trenches compacting etc. hydrostatic testing of the complete pipe work

completing the work in all respect. (Rates of RCC cutting / CC Cutting are not included in quoted rate.

Make: TATA, JINDAL.

· 150 mm 350 Meter 2,150.00 752,500.00

· 100 mm 40 Meter 1,475.00 59,000.00

· 80 mm 30 Meter 1,000.00 30,000.00

S.I.T.C. of ISI Marked C-Class (Heavy Duty) M.S. Pipe For ABOVE GROUND Use including

transportation, Bend, Flanges, Reducer, Tees, Angle, Fastener, and painting the pipe with Primer and Fire

Red Paint complete the work in all respect.

Make: TATA, JINDAL.

· 200 mm 24 Meter 2,975.00 71,400.00

· 150 mm 102 Meter 2,000.00 204,000.00

· 100 mm 120 Meter 1,400.00 168,000.00

· 80 mm 126 Meter 950.00 119,700.00

· 65 mm 132 Meter 850.00 112,200.00

· 50 mm 150 Meter 650.00 97,500.00

· 40 mm 275 Meter 475.00 130,625.00

· 32 mm 500 Meter 400.00 200,000.00

· 25 mm 1400 Meter 375.00 525,000.00

S.I.T.C. of Cast Iron Butterfly Valves ISI marked including transporting the material to work site, supply

and fixing nuts, bolts, gaskets and washers etc., completing the work in all respect.

Make: Kalpana/Kartar/ Advance.

· 200 mm 1 No. 12,500.00 12,500.00

· 150 mm 15 No. 9,200.00 138,000.00

· 100 mm 2 No. 8,200.00 16,400.00

· 80 mm 10 No. 4,700.00 47,000.00

S.I.T.C. of Cast Iron dual plate check Valves as per IS: 210 including transportation, nuts, bolts, gaskets

and washers etc., completing the work in all respect.

4

2

3

Bill of Quantity

1

Name of work:-Construction of 100 bedded Hospital at Queen Merry Hospital,King George Medical Univers

Lucknow.

Make: Kalpana/Kartar/ Advance.

· 150 mm 7 No. 8,200.00 57,400.00

· 100 mm 1 No. 7,200.00 7,200.00

· 80 mm 2 No. 4,400.00 8,800.00

5 Supply, Installation, Testing and Commissioning of single headed 63mm dia Stainless Steel Landing Valve

(Hydrant Valve), flanged inlet with 63 mm female instantaneous outlet conforming to IS: 5290 on the fire

wet riser including making 80 mm pipe connection with riser and landing valves in proper positions,

including supply of nuts, gaskets, caps, chains etc., testing the hydrant, completing the work in all respect.

12 No. 10,950.00 131,400.00

Make: Getech/Newage/S.B.

Supply, Installation, Testing and Commissioning of 63mm dia instantaneous pattern Stainless Steel short

branch pipe and 20 mm dia nozzle conforming to IS: 903-1985 ISI Marked.

12 No. 2,285.00 27,420.00

Make: Getech/Newage/S.B.

Supply, Installation, Testing and Commissioning of 63 mm dia 15 Meters long, Reinforced Rubber Lined,

(RRL) IS: 636, Type – A, ISI marked Hose Pipe binding with 63 mm dia Stainless Steel male and female

coupling conforming to as per IS: 903.

24 No. 7,785.00 186,840.00

Make: New Age/Padmini.

Supply, Installation, Testing and Commissioning of 20 mm bore and 30 meters long high pressure rubber

lined pipe and hose reel for first aid fire fighting conforming to IS: 884, ISI Marked with full swing drum,

fixing brackets, 25 mm globe valve connection to the landing valve through adopter or directly from the

riser through 25 mm dia GI pipe as required including 25 mm dia pipe length, all sockets, elbows, nipples

etc. including providing operating instructions and fixing it near hose reel.

7 No. 13,100.00 91,700.00

Make: Getech / New age/ Firejeet / S.B.

9 S.I.T.C. of Weather Proof Door Hose Cabinet INDOOR TYPE keeping for Hose Reel Drum, Hydrant,

Branch Pipe, Hose Pipe having central opening glass door (4 mm thick reinforced glass) including necessary

locking arrangement (Size 1300mm X 900mm X 500mm) or As per Fire Duct / Specification.

7 No. 16,500.00 115,500.00

10 S.I.T.C. of Weather Proof Hose Cabinet Out Door TYPE keeping for Hydrant, Branch Pipe, Hose Pipe

having central opening glass door (4 mm thick reinforced glass) including necessary locking arrangement

(Size 1000mm X 750mm X 500mm) or As per Specification provided.

5 No. 16,500.00 82,500.00

11 S.I.T.C. of Cylindrical type air cushion tank 150mm dia 1.0 meter long on the top of wet riser and with the

pump shall be provided with an automatic air release valve, safety valve, Pressure gauge etc. complete as

drawings & direction of the Engineer –in- in charge complete the work in all respect.

2 No. 11,000.00 22,000.00

Supply, Installation, Testing and Commissioning of instantaneous Inlet / Draw off connection for Fire

Brigade connection including provision for Butterfly Valve and making connection with wet riser pipe or

underground water tank etc. competing the work in all respect. (Rates of Butterfly Valve are not included,

quoted as separate item)Make: Getech/Newage/S.B.

Fire Brigade Connection (Inlet/Drawoff) - 4 Way. 1 No. 20,900.00 20,900.00

7

8

12

6

Supply, Installation, Testing and Commissioning of electric driven Automatic Pressurization (JOCKEY)

Fire Pump set consisting of the following for the hydrant.

Kirloskar make clear water pump end suction type with CI Body, Brass Impeller & Steel Shaft capable of

discharging 180 Liters Per Minute, single stage with 60 Meter Head at 2900 RPM.

Squirrel cage induction motor suitable for 415 volts, 3 phase 50HZ, AC supply and 10 HP capacity for the

above pump with synchronous speed of 2900 RPM TEFC type conforming to IP 55 protection and flexible

coupling, coupling guard with the pump as per specification.

Common bedplate, fabricated out of mild steel channel or cast iron type as required.

Suitable cement concrete pumps foundation with cushy foot mountings etc. as required.

Make: Kirloskar / Greaves.

Supply, Installation, Testing and Commissioning of electric driven MAIN FIRE MOTOR & PUMP

suitable for automatic operation consisting of the following for the hydrant.

Kirloskar make clear water pump end suction type with CI Body, Brass Impeller & Steel Shaft capable of

discharging 2280 Liters per Minute, single stage with 60 Meter Head at 2900 RPM.

Squirrel cage induction motor 50 HP capacity for the above pump with synchronous speed of 2900 RPM

TEFC type conforming to IP 55 protection and flexible coupling, coupling guard with the pump as per

specification.

Common bedplate, fabricated out of mild steel channel or cast iron type as required.

Suitable cement concrete pumps foundation with cushy foot mountings etc. as required.

Make: Kirloskar / Cromptom Make motor and pump.

Supply , Installation, Testing and Commissioning of DISEL ENGINE DRIVEN FIRE PUMP suitable for

automatic operation consisting of the following.

Kirloskar/Greaves make clear water pump end suction type with CI Body, Brass Impeller, Steel Shaft

capable of discharging 2280 Liters Per Minute, single stage with 60 Meter Head so as to ensure a minimum

pressure of 3.5kgs/cm2 at highest and farthest outlet at specified flow complete with necessary strainer on

suction side pressure gauge on the delivery side including by pass arrangement for periodic testing of the

working of pump set etc. as required.

Water cooled cold starting type diesel engine, developing 60 BHP at suitable RPM for the above pump set

including automatic starting mechanism, Batteries, Flexible, coupling, coupling guard with the pump,

common bed plate for the mounting of diesel engine and pump fabricated out of M.S. Channel type

including suitable cement concrete pump foundation complete with cushy foot mounting etc. as required.

14 1 No. 425,000.00 425,000.00

15 1 No. 670,000.00 670,000.00

13 1 No. 146,000.00 146,000.00

16 Supply, Installation, Testing and Commissioning of cubical type floor/wall mounted, dust & vermin proof,

fabricated with 16 swg C.R.C.A. sheet steel, TPN bus bar 415V AC, 50HZ, compartmentalized, powder

coated control panel for automatic /manual operation of 1 No. of Main Motor, O1 No of Jockey Motor &

01 No. of Diesel Engine with suitable switchgear, relays control and other components such as Voltmeter,

Amp. Meter , starter for electrical motor, single phasing presenters and power control cable work, battery

charger interconnection within the panel and along with components and motors complete in all respects.

1 No. 225,000.00 225,000.00

Supply, Installation, Testing and Commissioning of aluminum conductor PVC insulated Armoured, served

sheathed cable 1100 V grade with terminal joints and brass compression glands on surface, the cable run

shall be fixed on M.S. Clamps etc of suitable size or as directed by engineers In charge complete in all

respects. The armoring of the cable shall be properly connected with the earth conductor by clamps etc

(cable shall be ISI Marked as per IS: 1554)

Make: Rallison, Polycab, Gloster, National.

· 25 sq mm 3.5 core 35 Meters 332.00 11,620.00

· 70 sq mm 3.5 core 100 Meters 825.00 82,500.00

Supply, Installation, Testing and Commissioning of Copper conductor PVC insulated wire 2.5 mm2

dia

complete with all accessories for control wiring from Main Electrical Control Panel to various motors &

Control panels for assuring automatic /manual operation at Electric Control Level.

Make: Rallison, Polycab, Gloster, National. 90 Meters 45.00 4,050.00

19 Supply, Installation, Testing and Commissioning of Pressure Switch complete with all accessories.

Washers etc., completing the work in all respect.

3 Nos. 2,950.00 8,850.00

20 Supply, Installation, Testing and Commissioning of Pressure Gauge complete with Socket & Nipple and all

accessories.

4 Nos. 600.00 2,400.00

21 Making of Butterfly Valve / Sluice Vavle chamber. Sizes(1000mm X 750mm X 750mm) 3 Nos. 11,000.00 33,000.00

22 S.I.T.C. of Priming System for Fire Fighting Motor Pumpset System including supply of 200liters PVC

Water Tank, G.I. Pipe, Ball Valve & other Accessories.

1 Job 8,000.00 8,000.00

Supply, Installation, Testing and Commissioning of Vibration Isolator for Outlet of Pump pipe,

completing the work in all respect.

· 150 mm dia 2 Nos. 9,000.00 18,000.00

· 80 mm dia 1 No. 6,500.00 6,500.00

Supply, Installation, Testing & commissioning of Foot Valve / Strainner at the suction pipes of fire Pumps.

200mm dia

S.I.T.C. of Sprinkler heads, 15 mm dia conventional pattern, opera table at 68 C Quintile bulb type.

Make: HD, Getch,Firejeet.

25 500 Nos. 425.00 212,500.00

23

24 2 Nos. 23,500.00 47,000.00

17

18

S.I.T.C. of 150mm dia installation control valve assembly complete with Hydraulic Alarm Motor and Gong

Alarm Valve, Pressure Gauge etc to complete the system as required.

Make: HD, Getech

S.I.T.C. of Flow Switch 150 mm dia for Sprinkler System.

Make: System Sensor HD, Equivalent.

S.I.T.C. of 6 Zone Flow Switch Panel for Sprinkler System.

Make: Firejeet, ECD.

Grand Total Rs. 5,460,405.00

28 1 Nos. 35,500.00 35,500.00

26 1 Nos. 46,500.00 46,500.00

27 5 Nos. 8,500.00 42,500.00

University,

80mm

dia

100mm

dia

150mm

dia

80mm

dia

1 Hydrant Riser-1 - - 1 -

2 Sprinkler Riser-1 - - 1 -

3 Floor Valve for Sprinkler - 8 - - 5 -

4 Drain Valve for Sprinkler 5 1

5 Yard Hydrant - 4 Nos 4 - - -

6 Four Way Fire Brigade Inlet - 1Nos. - - 1 -

7 Two Way Fire Brigade Draw Off - 1Nos. -

8 Under Ground Chamber - 3 Nos. - - 3 -

9 Jockey Motors - 1 No. 1 1 - 1

10 Main Electrical Motors - 1 No. - - 2 -

11 Main Electrical Motors - 1 No. (Sprinkler) - - - -

12 Diesel Engine - 1 No. - - 2 -

13 By-Pass - 1 No. - 1 - -

14 Main Line - 1 - - 1 -

15 - - - -

16 - - - -

Total Quntity 10 2 16 2

Details of Butterfly Valve & Check Vavle at Raebareilly U.P.

S.N. PLACE

Butterfly Vavle Dual Pla

100mm

dia

150mm

dia

- 1

- 1

- -

- -

- 1

- -

- -

- 1

- -

- 1

1 -

- 1

- -

- -

1 6

Plated Check Valve

S.N. Location Unit

Main

Control

Panel -

8-Zone

Local

Control

Panel 4-

Zone

Smoke

Detector

Heat

DetectorR.I. MCP

1 2 4 5 6 7

Ground Floor

1 Registration No.

2 Office No.

3 Help Destk No.

4 E.M.O. No.

5 Emergency Observation No.

6 Labour Room No.

7 Baby Corner No.

8 H.I.V. Counseling Room No.

9 Comprehensive Counselling Room No.

10 Consultant Room - 1 No.



13 Aasha Grih Room (6 Bedded) No.

14 Waiting Area No.

15 Arsh Clinic No.

16 Ultra Sound No.

17 Nursing No.

18 Room No.

19 Minor O.T. No.

20 Corridor

Total Quantity-Ground Floor 0 0 0 0 0 0

1st Floor

1 Post Delivery Observation Room No.

2 Mch Examination No.

3 Pre Labour No.

4 Eclempsia Room No.

5 Septic Room No.

6 Labour Room No.

7 New Baby Care Corner No.

8 Doctors Duty No.

9 Stores No.

10 Store No.

11 Pantry No.

12 Ward S.N.C.U.-1 No.

13 Ward S.N.C.U.-2 No.

14 Blood Store Unit No.

15

Pathalogy Lab Facility With Sample

collection No.

16 Nusing Station No.

17 Room No.

18 Store/Office No.

19 Office No.

20 Record Room No.

21 Corridor No.

Total Quantity-1st Floor 0 0 0 0 0 0

2nd Floor

1 Obsetertric ICU No.

Bill of Quantity

Not Actual

2 Postpartum No.

3 Surgical Post Operation Room No.

4 Doctor Duty Room No.

5 Anthesia Room No.

6 Pre Operative Room No.

7 Doctor Duty Room-Female No.

8 Doctor Duty Room-Male No.

9 Nursing Station No.

10 C.U.-1 No.

11 C.U.-2 No.

12 Room No.

13 Minor OT-1 No.

14 Minor OT-2 No.

15 Scrubbing No.

16 Sterlisation Room No.

17 Modular O.T.-1 No.

18 Record Room No.

19 Corridor

Total Qty - 2nd Floor 0 0 0 0 0 0

3rd Floor

1 Store No.

2 Sr. Consultant-1 No.




6 Ward-1 No.

7 Ward-2 No.

8 Utility No.

9 Pantry No.

10 Ward-1 No.

11 Ward-2 No.

12 Ward-3 No.

13 Waiting No.

14 Staff Room No.


16 C.U. No.

17 C.U. No.

18 Room No.

19 Store No.

20 Doctor Duty Room No.

21 Corridor No.

Total Qty - 3rd Floor 0 0 0 0 0 0

4th Floor

1 Private Ward-6 No.





6 Ward-1 No.

7 Ward-2 No.

8 Utility No.

9 Pantry No.

10 Ward-1 No.

11 Ward-2 No.

12 Ward-3 No.

13 Waiting No.

14 Record Room No.


16 C.U. No.

17 C.U. No.

18 Room No.

19 Nurses Duty Room-Male No.

20 Nurses Duty Room-Female No.

21 Corridor No.

Total Qty - 4th Floor 0 0 0 0 0 0

5th Floor

1 Loundry No.





6 Skill Lab No.

7 Library No.

8 Ward No.

9 Ward No.

10 Waiting No.

11 M.G.P.S. No.

12 Training Hall No.

13 Seminar Library No.

14 Corridor No.

Total Qty - 5th Floor 0 0 0 0 0 0

Total Qty 1to5th Floor 0 0 0 0 0 0

Hooter

8

0

0

name of work:- construction of front block 100 … · charge. all works upto plinth level a...

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