KERALA STATE ELECTRICITY BOARD LIMITED KSEB DATA ...

KERALA STATE ELECTRICITY BOARD

LIMITED

KSEB DATA BOOK

for

CIVIL WORKS

PREFACE

The existing PWD Data Book is followed by KSE Board for preparation of

estimate of civil works. But it is observed that the majority of civil works in

KSE Board are carried out in hilly and remote area. The nature of works is also

risky, difficult and different than the works as per PWD Data Book. Hence,

KSE Board vide B.O.(FM)No.1787/2011 (MG/General/2003) dated 19.07.2011

constituted a team to prepare KSE Board Data Book for preparation of estimate

for civil works. The team held several sittings and after elaborate discussions,

enquiries and verifications prepared this Data Book.

The emphasis of this Data Book is mainly for preparation of estimate of

hydro electric projects. In line with the present construction scenario, majority

of the data includes incorporation of usage of machineries. Design mixes were

adopted for data of concrete items based on the details obtained from Research

wing, KSE Board, Idamalayar. In general, the data for different items were

arrived based on field observations, prevailing market rates and other technical

considerations.

Separate chapters have been provided for items coming under the same

category as given in the Index. The data have been also prepared in excel linked

format for easy usage of this Data Book. For arriving rates for items using

machineries, separate annexure is provided under ‘Use rate of equipments’. The

use rate of equipments is prepared based on CWC guide lines.

Whenever data for new item of works is found necessary, the same will

have to be prepared based on actual observations and got approved by the Chief

Engineer before inclusion under the respective chapter of this book. The method

of preparation of estimate using this data book is explained separately under

‘Method of preparation of estimate’

The Chairman expresses deep gratitude to the team members for their

sincere efforts and whole-hearted support in preparing this Data Book. The team

is indebted to persons who have given their valuable suggestions and

supplemented with details. The Chairman acknowledges sincere thanks to

Chief Engineer(CC) South and Chief Engineer(CC) North for their valuable

guidance and active support.

Suggestions are invited to make this book more precise and

comprehensive.

23 – 05 - 2014

Chairman, Data Team

Dy.Chief Engineer,

O/o the Chief Engineer (CC) North,

Kozhikode

Chapter Name Page Nos.

I Clearing site and Felling trees…………………………………………. 1

II Dismantling and Demolition…………………………………………… 3

III Excavation and Allied works…………………………………………. 8

IV Drilling and Grouting…………………………………………………. 16

V Reinforcement and Form work……………………………………….. 20

VI Concreting……………………………………………………………. 23

VII Masonry works………………………………………………………. 36

VIII Plastering and Pointing……………………………………………….. 43

IX White washing and Painting…………………………………………… 49

X Doors, Windows and Ventilators…………………………………….. 59

XI Water supply and Sanitory works…………………………………….. 64

XII Flooring………………………………………………………………. 72

XIII Roofing………………………………………………………………. 78

XIV Road works………………………………………………………….. 81

XV Tunnel and Surge…………………………………………………….. 90

XVI Penstock…………………………………………………………….. 100

XVII Gates and Trashrack…………………………………………………. 105

XVIII Miscellaneous works…………………………………………………. 107

XIX Investigation works…………………………………………………… 116

Annexure - A Use Rate of Equipments.

Annexure - B Additional Use Rate of Equipments.

Annexure - C Machinery details.

INDEX

KSEB DATA BOOK

INSTRUCTIONS FOR PREPARATION OF DATA BOOK

1. The data is prepared in excel linked format and the data for

estimate may be prepared using the soft copy made available with

this Data Book.

2. In the data under ‘Use rate of equipments’, the cost of equipments,

charges, capacity and cost of fuel as per prevailing SOR/approved

data may be filled under appropriate columns.

3. In the data, HA and OH may be considered as per the nature of

terrain and nature of work.

4. Item No.2 of chapter III – Excavation and Allied works, may be

taken only for excavation works in which conveyance of excavated

materials by using tipper is considered.

5. In the data, generally for all works, all lifts are considered to be

inclusive, other than stated separately.

6. Considering the availability and economy of form work materials,

steel formwork is only considered in the data. While preparing the

estimate, the same may only be considered.

7. If data of any item is not available in this Data Book, the existing

PWD Data Book may be referred.

Sl.

No.Description of items Rate Amount Remarks

1. 100 m2 Clearing light jungle and removal of rubbish

upto a distance of 150m outside the

periphery of the area cleared.

Note: UR-Hourly use rate

. HA & OH may be

allowed subject to the

nature of works

0.4 hr Grass cutter (up to 2.5 HP) - (UR) 1 hr

% OH

% CP

Total /100m2

2. 100 m2 Clearing thick and thorny jungle and small

trees of girth up to 30cm including removal

of rubbish up to a distance of 150m outside

the periphery of the area cleared.

0.6 hr Grass cutter (up to 2.5 HP) - (UR) 1 hr

0.1 No Man 1 Each

% HA

% OH

% CP

Total /100m2

3. 1 No Felling trees of girth beyond 30cm and upto

120cm including cutting trunks and

branches, removing the roots completely and

stacking serviceable materials .

1 hrChain saw wood cutter (up to 4 HP)- (UR)

1 hr

0.50 No Helper 1 Each

5 % Sundries, ropes, etc. of above two items

% HA

% OH

% CP

Total /Each

4. 1 No Felling trees of girth beyond 120 cm and

upto 240cm including cutting trunks and

branches, removing the roots completely and

stacking serviceable materials .

1.5 hrChain saw wood cutter (above 4 HP)- (UR)

1 hr

1 No Helper 1 Each


% HA

% OH

% CP

Total /Each

Quantity Unit

CHAPTER I

CLEARING SITE AND FELLING TREES

1

5. 1 No Felling trees of girth beyond 240cm

including cutting trunks and branches,

removing the roots completely and stacking

serviceable materials .

3.5 hrChain saw wood cutter (above 4 HP)- (UR)

1 hr

2 No Helpers 1 Each


% HA

% OH

% CP

Total /Each

6. 1 No Felling arecanut trees including cutting

trunks and removing the roots completely

and stacking serviceable materials .

0.17 hrChain saw wood cutter (up to 4 HP)- (UR)

1 hr



% HA

% OH

% CP

Total /Each

7. 1 No Felling coconut and palm trees including

cutting trunks and removing the roots

completely and stacking serviceable

materials .

1 hrChain saw wood cutter (up to 4 HP)- (UR)

1 hr



% HA

% OH

% CP

Total /Each

2

Sl.


1 1 m3 Dismantling, clearing away and carefully

stacking materials useful for reuse for any

thickness of walls of brick, laterite or rubble

in mud /dry, including disposal of debris

within a distance of 150 m.

Note: UR-Hourly use

rate . HA & OH may

be allowed subject to the

nature of works

0.70 No Man 1 Each

% HA

% OH

% CP

Total /m3

2 1 m3 Dismantling, clearing away and carefully

stacking materials useful for reuse for any

thickness of walls of brick, laterite or rubble

in cement mortar /Lime/Surkhi mortar

including disposal of debris within a distance

of 150 m.

1.60 No Man 1 Each

% HA

% OH

% CP

Total /m3

3 1 m3 Cutting/chipping and removing portions of

existing RCC works carefully without

damaging the remaining structure and

removing the debris within a distance of 150

m.

12 hr Concrete cutter up to 2.5 HP - (UR) 1 Each

1 No Man 1 Each

5 % Scaffolding,platform, etc. of above two items

% HA

% OH

% CP

Total /m3

4 1 m2 Lifting and removing tiles set in mortar in

floors, including clearing and stacking

materials and removing the debris within a

distance of 150 m.

0.025 No Mason 1 Each

0.025 No Man 1 Each

% HA

% OH

% CP

Total /m2

Quantity Unit

CHAPTER II

DISMANTLING AND DEMOLITION

3

5 1 m2 Dismantling and removing Mangalore tiles

over roofs including ridges, hips, vallery

sheets, wind ties and bordering but excluding

roof timber and stacking materials within a

distance of 150 m.

0.05 No Man 1 Each

% HA

% OH

% CP

Total /m2

6 1 m2 Dismantling and removing pan or pot tiles

over roofs and stacking materials within a

distance of 150 m.

0.10 No Man 1 Each

% HA

% OH

% CP

Total /m2

7 1 m3 Dismantling and removing wrought and

framed timbers in roofs and floors and

stacking materials within a distance of 150 m

1.40 No Carpenter 1 Each

1.40 No Man 1 Each

% HA

% OH

% CP

Total /m3

8 1 Each Dismantling and removing doors with or

without ventilators including removal of

shutters, hinges, holdfasts and all other

fittings and stacking materials within a

distance of 150 m.



0.30 No Man 1 Each

% HA

% OH

% CP

Total /Each

9 1 No Dismantling and removing windows with or


shutters, hinges, holdfasts and all other

fittings and stacking materials within a

distance of 150 m



0.20 No Man 1 Each

% HA

4

% OH

% CP

Total /Each

10 1 No Dismantling and removing ventilators

including removal of shutters, hinges,

holdfasts and all other fittings and stacking

materials within a distance of 150 m



0.10 No Man 1 Each

% HA

% OH

% CP

Total /Each

11 1 m2 Dismantling, removing and lowering planked

sheeting, boarded floor, ceiling, etc. and

stacking materials within a distance of 150

m.


0.035 No Man 1 Each

% HA

% OH

% CP

Total /m2

12 1 m2 Taking down shutters of doors, with or


hinges and all other fittings and stacking



0.10 No Man 1 Each

% HA

% OH

% CP

Total /m2

13 1 m2 Taking down shutters of windows with or


hinges and all other fittings and stacking



0.05 No Man 1 Each

% HA

% OH

% CP

Total /m2

14 1 m2 Taking down shutters of ventilators

including removal of hinges and all other

fittings and stacking within a distance of 150

m.


5

0.02 No Man 1 Each

% HA

% OH

% CP

Total /m2

15 1 m2 Dismantling and removing AC sheet over

roof including loosening the purlins,ridge

pieces, nuts, bolts and all other fittings and

stacking materials within a distance of 150m

0.035 No Fitter 1 Each

0.035 No Man 1 Each

% HA

% OH

% CP

Total /m2

16 1 m2 Dismantling and removing roofing sheet

other than AC sheets over roof including

loosening the purlins,ridge pieces, nuts, bolts

and all other fittings and stacking materials

within a distance of 150m


0.02 No Man 1 Each

% HA

% OH

% CP

Total /m2

17 1 Kg Dismantling and removing steel truss, purlins

etc. and all other fittings and stacking

materials within a distance of 150m

0.004 No Blacksmith 1 Each

0.004 No Heavy load mazdoor 1 Each

0.003 No Man 1 Each

% HA

% OH

% CP

Total /Kg

18 1 Kg Dismantling and removing steel gate, grills

etc. and all other fittings and stacking

materials within a distance of 150m

0.005 No Heavy load mazdoor 1 Each

0.003 No Man 1 Each

% HA

% OH

% CP

Total /Kg

6

19 1 m2 Dismantling and removing rolling

shutter,collapsible gate and all other fittings

and stacking materials within a distance of

150m



0.10 No Man 1 Each

% HA

% OH

% CP

Total /m2

20 1 m3 Demolishing mud or sundried brick walls of

any thickness including disposal of debris


0.50 No Man 1 Each

% HA

% OH

% CP

Total /m3

21 1 m3 Demolishing plain cement concrete and

clearing away the debris within a distance of

150 m.

3.00 hr. Concrete cutter up to 2.5 HP - (UR) 1 hr

0.75 No Man 1 Each

% HA

% OH

% CP

Total /m3

22 1 m3 Demolishing R.C.C. work including

separately removing and stacking available

reinforcement and clearing away the debris


4.00 hr. Concrete cutter up to 2.5 HP - (UR) 1 hr

1.00 No Man 1 Each

5 %Scaffolding,platform, etc. of above two items

% HA

% OH

% CP

Total /m3

23 1 m2 Demolishing and removing old cement

plaster and disposal of the debris within a

distance of 150 m.

0.05 No Man 1 Each

% HA

% OH

% CP

Total /m2

7

Sl.


1 1 m3 Common excavation in all classes of soil

including boulders up to 500 dm3

in size and

disposing the unserviceable materials within

50 m lead and all lifts

Note: UR-Hourly use rate

. HA & OH may be


nature of works

0.04 hr Excavator (0.93 m3) for excavating ,

loading, etc. (UR) 1 hr

% OH

% CP

Total /m3


including boulders up to 500 dm3 in size and


up to 1 km lead and all lifts

Add 0.04 hour for every

additional km lead for

tipper use rate

0.025 hr Excavator (0.93 m3) for excavating ,

loading, etc. (UR) 1 hr

0.100 hr Tipper (7 T) for conveyance (UR) 1 hr

% OH

Quantity

CHAPTER III

EXCAVATION AND ALLIED WORKS

Unit

8

% OH

% CP

Total /m3


including boulders up to 500 dm3

in size and

disposing the unserviceable materials ( in or

under water or liquid mud)

Rate of item 1 or 2 above

20 % Add 20% of the above

Total /m3

4 1 m3 Excavation in rock and boulders above 500

dm3

in size in wet/ dry condition at all

elevations using modern explosives with jack

hammer etc. drilling, conveying and

disposing the unserviceable materials with in

50 m lead and all lift and cost of compressed

air, jack hammer, water line, etc.

0.32 Kg Special gelatine 80% 25 Kg

2.50 No. Electric detonator 1 Each

3.13 m Drilling with jack hammer 1 m

0.037 No. Blaster for charging 1 Each

0.018 No. Helper 1 Each

0.04 hr. Excavator (0.93 cum) for excavating ,

loading, etc. (UR) 1 hr.

% HA

% OH

% CP

Total /m3

8


dm3

in size in wet/ dry condition at all



disposing the unserviceable materials up to 1

km lead and all lift and cost of compressed




tipper use rate









% HA

% OH

% CP

Total /m3


dm3

in size by controlled and protected

9

dm3


blasting in wet/ dry condition at all




50 m lead and all lift and cost of compressed









0.05 No. Man for filling, tying, placing and replacing

gunny bags 1 Each

8.30 No. Gunny bags( used 2 times) 10 No.

% HA

% OH

% CP

Total /m3

9


dm3


blasting in wet/ dry condition at all




km and all lift and cost of compressed air,

jack hammer, water line, etc.



tipper use rate










gunny bags 1 Each

8.30 No. Gunny bags( used 2 times) 10 No.

% HA

% OH

% CP

Total /m3

10


dm3

in size by non explosive agent/splitter or

any other method with out resorting to the

use of conventional explosive materials with

jack hammer etc. drilling, conveying and


50m leads and all lifts, cost of compressed

air, jack hammer, water, etc.

34.00 Kg Cost of non explosive 1 Kg


0.50 No Hammermen 1 Each

0.50 No Men for picking etc. 1 Each

5 % Usage of wedge, crow bar, dewatering etc.

@ 5% total of above



% H.A

% OH

% CP

Total /m3

10


dm3

in size by non explosive agent/splitter or

any other method with out resorting to the

use of conventional explosive materials with

jack hammer etc. drilling, conveying and


km lead and all lifts, cost of compressed air,

jack hammer, water, etc.



tipper use rate

34.00 Kg Cost of non explosive 1 Kg


0.50 No Hammermen 1 Each

0.50 No Men for picking etc. 1 Each

5 % Usage of wedge, crow bar,dewatering etc. @

5% total of above




% H.A

% OH

% CP

Total /m3

10 1 hp/hr Bailing out of water with pump including

conveyance to the site and erection, cost of

fuel, lubricating oil and other stores

11

fuel, lubricating oil and other stores

including accessories, labour charges etc.

Rate for 10 hp/hr

10.00 hp/hr Pump charges (UR) 10 hp/hr

20.00 m Accessories (UR) 60 m

5 % Conveyance and erection charges, temporary

bund, etc. @ 5% of above two items

% OH

% CP

Total for 10 hp/hr

Hence for 1 hp/hr /hp/hr

11 1 m2 Providing steel shoring using plates,

angles etc. of suitable size and thickness and

to maintain the shoring so as not to affect the

work till the works are completed including

cost of all labours, materials , erection and

dismantiling charges etc

35.00 Kg steel angles 1 Qtl

60.00 Kg steel plates 1 Qtl

20.00 % Fabrication charges, cost of ties, nails, ropes

etc @ 20% above items

0.10 No Foreman 1 Each

0.30 No Khalasi 1 Each

0.30 No Man 1 Each

% H.A

% OH

% CP

Total /m2

Angles and plates - 20

times usage

11

12 1 m3 Chiselling, Wedging, barring, picking, etc.

on hard rock / concrete wherever necessary

and disposing the unserviceable materials

within 50 m leads including all charges


0.50 No. Hammerman 1 Each

0.50 No. Men for picking etc. 1 Each

5 % Usage of wedge, crow bar, etc. @ 5% total

of above



% HA

% OH

% CP

Total /m3

13 1 m3 Chiselling, Wedging, barring, picking, etc.

on hard rock / concrete wherever necessary

and disposing the unserviceable materials up

to 1 km lead including all charges.



tipper use rate



12


0.50 No. Man for picking etc. 1 Each

5 % Usage of wedge, crow bar, etc. @ 5% total

of above




% HA

% OH

%CP

Total /m3

14 1 m3 Stacking rubble for measurment including

all labour charges.

0.175 No Man 1 Each

% HA

% OH

% CP

Total /m3

12

15 1 m2 Foundation preparation for placing concrete

including chisel dressing wherever required

at all elevations and cleaning the surface with

compressed air and water etc.and disposing

the unserviceble materials including all lead,

lift conveyance and labour charges etc.

0.10 No. Man for cleaning 1 Each

2.00 min Cost of compressed air at 100 cfm 1 hr

130.00 litres Water charges 1000 litres

5 % Air and water connection @ 5% of ii and iii

above

% HA

% OH

% CP

Total /m2

16 1 Bag Providing earth filled bag wherever

necessary including cost and conveyance of

all materials, labour charges, etc.

1.00 Bag Empty bag 1 Each

0.01 No. Man 1 Each

% HA

% OH

Note: If earth is not

avilable free of cost, cost

may be included

13

% OH

% CP

Total /Bag

17 1 m3 Back filling with departmental earth within

50m lead and all lift, labour charges, etc.

0.04 hr. Excavator for loading, spreading and

levelling etc. (UR) 1 hr.

% OH

% CP

Total /m3


up to 1 km lead and all lift, labour charges,

etc.



tipper use rate

0.03 hr. Excavator for loading,spreading and

levelling etc. (UR) 1 hr.


% OH

% CP

Total /m3

19 1 m3 Back filling with contractors earth including

all leads and lifts, labour charges, etc.

1.00 m3 Earth for filling 1 m

3

0.03 hr. Excavator for spreading and levelling etc.

(UR) 1 hr.

% OH

% CP

Total /m3

13


50 m lead and lift and compacting in layers

including , labour charges etc.

0.04 hr. Excavator for loading, spreading, levelling

and compacting etc. (UR) 1 hr.

% OH

% CP

Total /m3

21 1 m3 Back filling with departmental earth up to 1

km lead and lift and compacting in layers

including , labour charges etc.



tipper use rate

0.03 hr. Excavator for loading, spreading, levelling

and compacting etc. (UR) 1 hr.


% OH

% CP

Total /m3

22 1 m3 Back filling with contractors earth and

compacting in layers including all lead and

lift , labour charges etc.

1.00 m3

Earth for filling 1 m3


14


(UR) 1 hr.

% OH

% CP

Total /m3

23 1 m2 Turfing the slopes with sods including

trimming, dressing and watering as required

until the turf properly takes root and in any

case for a period not less than 1 month

including cost of all materials, labour charges

etc.

0.16 No. Man 1 Each

% HA

% OH

% CP

Total /m2

14

Open well excavation

24(a) 1 m3 Open well excavation in all classes of soil

for all diameters, and disposing the

unserviceable materials within 150m

including all lead and lift.

Note: in or under water

or liquid add 20 % extra.

For rock, 2 times of

corresponding rate of soil

For first depth upto 1.50m

2.60 No.Man for digging, shaping, lifting, conveying,

etc. 1 Each

10 % Cost of tools, lifting arrangements, etc. @

10% of above

% H.A on

% OH on

% CP on

Total /m3

24(b) 1 m3 For every subsequent depth of 1.50m or part

there of.

Rate vide item above 23(a) 1 m3

20 % Add 20% extra

Total /m3

1515

Sl.

NoDescription of items Rate Amount Remarks

1 1 m Drilling holes for providing anchor /dowel

bars varying in depth and diameter in rock or

concrete and cleaning the holes, grouting

with cement grout (CM 1:2) after fixing

dowel bars including cost of all materials,

labour etc. complete as per specification and

drawings.

1.67 Kg Cement 1 MT

0.002 m3 M sand / river sand 1 m

3


5 % Conveyance of materials, cleaning, fixing,

grouting charges, etc. @ 5% of above

% OH

% CP

Total /m

2 1 Set Transporting drilling machine, pumpset and

other accessories including loading and

unloading charges, and transporting back

after competion of works as per the direction

of departmental officers.( Approximate wt 5

MT)

Transporting back need

not be considered if the

machine is not conveyed

back.

km Lorry conveyance in plain 1 MT

km Lorry conveyance in hilly 1 MT

3.00 No Khalasis for loading and unloading 1 Each

4.00 No Man for loading and unloading 1 Each

Total

Transporting back @ 100% of above

% HA

% OH

% CP

Total /Set

3 1 No. Conveying the drilling machine, pumpset and

accessories to drilling location, erecting,

dismantling and shifting to nearest location/

road access including all leads, lifts, labour

and machine charges etc.

1.00 No. First class mechanic 1 Each

1.00 No. Fitter 1 Each

2.00 No Khalasis 1 Each

4.00 No Man 1 Each

20.00 No Gunny bags( used 2 times) 10 Nos.


gunny bags1 Each

% HA

% OH

% CP

Total /Each

Note: 1. UR-Hourly use

rate. HA & OH may be


nature of works.

2. Cost of cement may be

included in the item or

excluded and measured

as a separate item.

Quantity Unit

CHAPTER IV

DRILLING AND GROUTING

16

4 1 m Drilling in soil consisting of earth and

boulders using diamond drill, and re-drilling

wherever required, including labour charges,

machinery, air, water, etc.

1.00 m Drilling with diamond drill in soil (UR) 1 m

0.10 hr. 10 hp pump (UR) 1 hr.

5 % Provision for casing pipe, clamp, etc. @ 5%

of above items

% OH

% CP

Total /m

5 1 m Drilling in rock / concrete using diamond

drill(without cores), and re-drilling wherever

required, including labour charges,

machinery, air, water, etc.

1.00 m Drilling with diamond drill in rock(UR) 1 m

2.00 hr 10 hp pump (UR) 1 hr.

% OH

% CP

Total /m

6 1 m Drilling in rock / concrete using diamond

drill (with core), and re-drilling wherever

required, taking cores, serially numbering

with paint, placing the same in core boxes

and transporting including labour charges,

machinery, air, water, etc. (excluding cost of

core box)

1.00 m Drilling with diamond drill in rock(UR) 1 m

2.00 hrs. 10 hp pump (UR) 1 hr.

10 % Provision for core barrel, collecting cores,

numbering, placing in core box, transporting

etc. @ 10% of above items

% OH

% CP

Total /m

7 1 m Drilling in rock / concrete using percussion

drill, and re-drilling wherever required,

including labour charges, machinery, air,

water, etc.

1.00 m Drilling with percussion drill 1 m

0.50 hr. 10 hp pump (UR) 1 hr.

% OH

% CP

Total /m

17

8 1 Set Hook-up to grout holes for washing seams,

cavities, etc. in foundation and testing holes

in such a way that in a group of four holes

are selected for washing foundation, one hole

is capped for water, two for air and other left

open to permit the outflow of washed

materials using compressed air required at

the rate of 200 cfm and water at 500 litres/

minute including cost and conveyance of all

materials, labour charges, shifting, etc

complete as per standard specifications and

as directed by the departmental officers.

0.75 hr. Air compressor 250 cfm(UR) 100 cfm

5000 litres Charges for water 1000 litres

0.25 hr. Grout pump (10 HP) (UR) 1 hr.

0.50 No. Foreman 1 Each

1.00 No. Man 1 Each

% HA

% OH

% CP

Total /Set

9 50 Kg Pressure grouting with cement with/without

packers at required consistency including all

labour charges, machinery, equipment, air,

water, etc. as per specifications and as

directed by the departmental officers, but

excluding cost of cement.

50.00 Kg Cement 1 MT

0.25 hr. Grout pump (10 HP) 1 hr.

375.00 litres Cost of water 1000 litres

0.002 m3 Cost of M sand / R sand 1 m

3

10 % Shifting and mixing charges, sealing seams,

etc. @ 10% of above items

% OH

% CP

Total /50Kg

18

10 1 Kg Supplying M.S core boxes with 150x60x10

cm with 7 inside compartments and hinged

top cover with locking arrangements and 2

Nos. handle on sides, using 2mm thick M.S

plate and 30x5mmM.S flats including

cutting, shaping, welding, applying a coat of

iron primer after scrapping and cleaning,

painting with 2 coats of synthetic enamel

paint, painting bore hole details and name

scheme on both sides of lid for identification,

etc. complete as per direction of

departmental officers.

0.263 Kg MS flats ( assume 25% of weight of box)

1 Qtl.

0.788 Kg MS plates ( assume 75% of weight of box)

1 Qtl.

1.00 No Welding rods, 8g 100 No.



0.02 No Welder 1 Each

5 % Hire charges,painting charges, sundries,

conveyance, etc. @ 5% above

% H.A

% OH

% CP

Total /Kg

11 1 Kg Providing rock bolts of specified diameter

and length, cutting and threading steel rods

after drilling at specified locations at all

elevations including cost of all materials,

cement, scaffolding, labour, curing etc,

9.73 Kg 20mm dia. MS rod 3.1m long 1 Qtl

3.14 Kg MS plate 200X200x10mm 1 Qtl

20 % Cutting, threading , fabrication , cost of nut

etc @ 20% of above items

3.00 m Drilling hole with jack hammer 1 m

3.00 Kg Cement 1 MT


0.50 No. Man 1 Each

5 % Scaffolding, sundries, etc. @ 5% of above

items

% H.A

% OH

% CP

Total

Hence for 1Kg /Kg

19

12 1 Kg Providing anchor bars of varying depth using

Tor steel, bend, jumped, etc. including cost

and conveyance of steel, labour charges, etc.

complete as per the specifications and

drawing as directed by the departmental

officers.

1 Kg Tor steel 1 Qtl

0.015 No. Black smith 1 Each

% H.A

% OH

% CP

Total /Kg

20

Sl.


1 1 Kg Reinforcement for RCC works bent, tied and

placed in position using Tor steel including

cost and conveyance of all materials and all

labour charges etc. complete.

Data for 1 Qtl

1.00 Qtl TMT steel 1 Qtl

0.45 Kg Iron wire for tying (16G) 1 Kg


1.48 No. Man 1 Each

% H.A

% OH

% CP

Total

Hence for 1 Kg /Kg

2 1 No Welding "V" cut ends for Reinforcement

bars (36 mm dia) including cost and

conveyance of all materials, labour charges

etc. complete but excluding cost of steel.

6.50 No Welding Rod 100 No 36 mm dia - 6.50 nos.

32 mm dia - 5.00 nos.

25 mm dia - 3.50 nos.

22 mm dia - 3.00 nos.

20 mm dia - 2.25 nos.

16 mm dia - 1.50 nos.

12 mm dia 1.00 nos.

Gauge of welding rod

8g/10g/12g may be

decided according to the

reinforcement bar dia.

0.48 hrs Welding set 1 hr 36 mm dia - 0.48 hrs.

32 mm dia - 0.40 hrs.

25 mm dia - 0.36 hrs.

22 mm dia - 0.32 hrs.

20 mm dia - 0.28 hrs

16 mm dia - 0.24 hrs.

12 mm dia - 0.24 hrs.

0.125 No Blacksmith 1 Each 36 mm dia - 0.125 nos.

32 mm dia - 0.100 nos.

25 mm dia - 0.100 nos.

22 mm dia - 0.080 nos.

20 mm dia - 0.070 nos.

16 mm dia - 0.060 nos.

12 mm dia - 0.050 nos.

Quantity Unit

CHAPTER V

REINFORCEMENT AND FORMWORK

21

0.25 No Special Mazdoor 1 Each 36 mm dia - 0.25 nos.

32 mm dia - 0.20 nos.

25 mm dia - 0.20 nos.

22 mm dia - 0.16 nos.

20 mm dia - 0.14 nos.

16 mm dia - 0.12 nos.

12 mm dia - 0.10 nos.

0.25 No Man 1 Each 36 mm dia - 0.25

nos. 32 mm dia -

0.20 nos. 25

mm dia - 0.20 nos.

22 mm dia - 0.16

nos. 20 mm

dia - 0.14 nos.

16 mm dia - 0.12

nos. 12 mm

dia - 0.10 nos.

0.125 No Welder 1 Each 36 mm dia - 0.125 nos.

32 mm dia - 0.100 nos.

25 mm dia - 0.100 nos.

22 mm dia - 0.080 nos.

20 mm dia - 0.070 nos.

16 mm dia - 0.060 nos.

12 mm dia - 0.050 nos.

% HA

% OH

% CP

Total /Each

3 1 m2 Formwork for concrete works including cost

and conveyance of all materials, labour

charges etc. complete.

a For slabs

26.98 Kg Structural steel (average cost of MS channel

and MS joists) 1 Qtl

life 25 times

18.01 Kg MS plate 1 Qtl life 15 times

19.50 Kg MS rounds, pipes etc ( average cost of MS

round and MS plates) 1 Qtl

life 25 times

22

20.00 % Fabrication charges, wooden planks, cleats,

sundries etc@ 20% of above


0.10 No. Khalasi 1 Each

0.10 No. Man 1 Each

% HA

% OH

% CP

Total

b For lintels, sunshades and beams

Rate for slabs

10 % Add extra 10 %

Total

c For columns

Rate for slabs

20 % Add extra 20 %

Total/m

2

Note: For additional lift

of form work for building

works,for first floor 10 %

of labour over Ground

floor ,for 2 nd floor 20 %

of labour over ground

floor, for 3rd floor 30 %

of labour over ground

floor and so on.For other

than building works, lift

taken as every 3m and %

of labour same as that of

building works.

Note: Form work for

roof slab of more than 4

m height in a single

stretch, add 20% extra

for 2m additional height,

of rate of formwork.

23

Sl.


1 1 m3 Cement concrete M7.5 with 40mm graded

aggregates laying to lines and levels at all

elevations, consolidating, curing, including

cost of all materials, labour and conveyance

charges, etc. complete but excluding cost of

cement.

Note:1 UR - Hourly use

rate. HA & OH may

be allowed subject to the

nature of works

Quantity Unit

CHAPTER VI

CONCRETING

All measurements shall be taken to the nearest centimetre, except that thickness of slabs, partition, etc., and sectional dimensions in

case of posts, columns, beams and the like shall be taken to the nearest half centimetre.

No deductions shall be made for (1) ends of dissimilar materials (eg. Joist beams, posts, girders, rafters, purlins, trusses, corbels,

steps, etc.) upto 500 cm2

in section. (2) opening upto 0.10 m2

.Note:- In calculating area of opening upto 0.10 m2

, the size of opening

includes the thickness of any seperate lintels or sills.No extra labour for forming such openings or voids shall be measured.

In volume occupied by water pipes, conduits, etc., not exceeding 25 cm2

each in cross sectional area shall not be deducted.

Reinforcement shall be measured separately and paid for.

In T- beam construction, the floor or roof shall be taken as running continuosly through, and the beams as that portion above or

below the floor or roof.

Columns shall be measured from the floor surface to the underside of beams or slabs as the case may be. Where columns are

connected to beams by haunchings, the columns shall be measured upto the springing of the haunchings and the latter included with the

beams. Where the width of the beam is less than the width of the column, the extra width at the junction shall be included with the beam.

24

cement.


0.42 m3 M sand / R sand 1 m

3

0.52 m3

40 mm coarse aggregate 1 m3

0.30 m3


0.21 m3


150.00 litre Water including for curing 1000 litre

0.08 hr. Batching and mixing plant (UR) forbatching

and mixing

1 hr.

0.08 hr. Transit mixer (UR) for conveyance to site of

placement ( up to 1 Km lead)

1 hr.

1.95 No Man for placing 1 Each

0.20 No Mason for placing 1 Each

0.20 hr. Vibrator (UR) 1 hr.

0.25 No. Man for curing 1 Each

% H.A

% OH

% CP

Total /m3

2 1 m3 Cement concrete M10 with 40mm graded



cost of all materials and labour charges, etc.

complete but excluding cost of cement.

210 Kg Cement 1 MT


3

0.47 m3


0.28 m3


Note 4. Cost of cement

may be included in the

item or excluded and

measured as separate

items.

Note: 2. Add 0.05 hour

for every additional km

lead for Transit mixer

use rate -Transit mixer -

2m3 volume

Note 3. For additional

lift of concrete, for

building works,for first

floor 15 % of labour over

Ground floor ,for 2 nd


ground floor, for 3rd


ground floor and so

on.For other than

building works, lift

taken as every 3m and %

of labour same as that of

building works.

24

0.19 m3


165 lit. Water including for curing 1000 litre

0.08 hr. Batching and mixing plant (UR) for batching

and mixing 1 hr.


placement ( up to 1 Km lead) 1 hr.





% H.A

% OH

% CP

Total /m3








3

0.35 m3


0.35 m3


Note 5. If the placing of

concrete is done by

pump, instead of 1.95 No.

man for placing, add 0.04

hr. Concrete pump and

accessories for placing

concrete (UR) and 0.02

No. man for placing.

25

0.35 m3


0.28 m3


0.20 m3



0.08 hr.

Batching and mixing plant (UR) forbatching

and mixing 1 hr.







% HA

% OH

% CP

Total /m3








3

0.48 m3


0.33 m3


0.21 m3



0.08 hr.


and mixing 1 hr.

25







% H.A

% OH

% CP

Total /m3






cement.



3

0.57 m3


0.26 m3


215.00 litre Water including for curing 1000 litre0.08 hr. Batching and mixing plant (UR) forbatching 1 hr.



26

placement ( up to 1 Km lead) 1 hr.1.95 No Man for placing 1 Each0.20 No Mason for placing 1 Each0.20 hr. Vibrator (UR) 1 hr.0.25 No. Man for curing 1 Each

% HA

% OH % CP

Total /m3








3

0.37 m3


0.32 m3


0.30 m3


0.19 m3


165.00 lit. Water including for curing 1000 litre

0.08 hr.


and mixing 1 hr.







% HA

% OH

26

% CP

Total /m3








3

0.44 m3


0.28 m3


0.21 m3


195.00 lit. Water including for curing 1000 litre

0.08 hr.


and mixing 1 hr.







% H.A

% OH

27

% OH

% CP

Total /m3






cement.



3

0.49 m3


0.37 m3



0.08 hr.


and mixing 1 hr.



1.95 No. Man for placing 1 Each

0.20 No. Mason for placing 1 Each



% HA

% OH

% CP

Total /m3

27






cement.


0.44 m3

M sand / R sand 1 m3

0.47 m3


0.30 m3





% H.A

% OH % CP

Total /m3





28




0.37 m3


0.50 m3


0.28 m3


0.15 m3





% H.A

% OH % CP

Total /m3






cement.



3

0.52 m3


0.34 m3



0.08 hr. Batching and mixing plant (UR) forbatching 1 hr.

28



% H.A

% OH % CP

Total /m3








3

0.53 m3


0.26 m3


0.14 m3



0.08 hr.


and mixing 1 hr.


29







% HA

% OH

% CP

Total /m3






cement.



3

0.54 m3


0.36 m3



0.08 hr.


and mixing 1 hr.







% HA

% OH

29

% CP

Total /m3







0.36 m3


0.51 m3


0.27 m3


0.14 m3





% HA % OH % CP

Total /m3

30






cement.


0.47 m3


0.54 m3


0.31 m3



0.08 hr.


and mixing 1 hr.



% HA % OH % CP

Total /m3






cement.



3

0.92 m3


30


0.08 hr.


and mixing 1 hr.







% HA % OH

% CP

Total /m3

17 1 m3 No-sand cement concrete 1:8 with 40mm

graded aggregates laying to lines and levels

at all elevations, consolidating, curing,

including cost of all materials and labour


cement.


0.60 m3


0.40 m3




31

0.08 hr.


and mixing 1 hr.







% HA

% OH

% CP

Total /m3

18 1 m3 Second stage concrete (with specified mixes)

at all elevations without disturbing the lines

and levels of embedded parts, proper

consolidating, curing, including cost of all

materials, labour and conveyance charges,

etc. complete but excluding cost of cement.

1 m3

Cement concrete charges

10 %Provision for less efficiency @ 10% of above

Total /m3


aggregates for pre-cast slab laying the same

to lines and levels at all elevations,


materials, labour and conveyance charges,

formwork etc. complete but excluding cost of

cement.


31


3

0.49 m3


0.37 m3




and mixing 1 hr.







10 %

Provision for formwork, conveying and

laying the slabs, etc. @ 10% of total above

% HA

% OH

% CP

Total /m3

20 1 m3 Plum cement concrete M10 with 40mm

graded aggregates (60%), over plumming of

broken rubbles of size 10 -23 cm (40%),

laying to lines and levels at all elevations,


32


materials and labour charges, etc. complete

but excluding cost of cement.

0.60 m3 Cement concrete M10 MSA 40 1 m

3

0.40 m3 Rubble 1 m

3

0.60 No. Man for conversion, laying, etc. 1 Each

% HA

% OH

% CP

Total /m3

32

21 1 m3 Cement concrete 1:1.5:3 using 20mm

nominal size aggregate, laying to lines and

levels at all elevations, consolidating, curing,



cement.



3

0.90 m3 20 mm coarse aggregate 1 m

3



1.00 No Man 1 Each

3.50 No Man/Women including watering 1 Each

% HA

% OH

% CP

Total /m3

22 1 m3 Cement concrete 1:2:4 using 20mm nominal

size aggregate, laying to lines and levels at

all elevations, consolidating, curing,



cement.


33



3


3



1.00 No Man 1 Each


% HA

% OH

% CP

Total /m3






cement.



3


3



1.00 No Man 1 Each


% HA

% OH

% CP

Total /m3

33






cement.



3


3



1.00 No Man 1 Each


% HA

% OH

% CP

Total /m3

25 1 m2 Shotcreting with 9mm graded aggregates

thickness of 50mm in one layer, laying to

lines and levels at all elevations,


materials and labour charges, etc. complete

but excluding cost of cement.

Data for 1m3


* Note for item nos.

25&26. the percentage of

wastage allowance for

rebound may be taken

accordingly as, (i) for

floor/slabs - 5-15%

(ii) for sloping and

vertical walls - 15-30%

(iii) for overhead work -

25-50%.

34


0.125 m3 9mm aggregate 1 m

3

0.125 m3 6mm aggregate 1 m

3


3


* % Wastage allowance for rebound @ __% of

above


and mixing 1 hr.



2.00 hrs. Shotcreting charges (UR) 1 hr.


10 % Provision for surface cleaning, scaffolding,

admixtures, sundries, etc. @ 10% of total

above

% HA

% OH

% CP

Total

Hence rate per m2

for 50 mm thickness

divided by 20

/20 /m2

Hence rate per m2

for 100 mm thickness

divided by10/10

/m2

26 1 m2 Guniting to average thickness of 50mm in

one layer, laying to lines and levels at all




25-50%.

34

Data for 1m3



3


* % Wastage allowance for rebound @ ___% of

above


and mixing 1 hr.



2.00 hrs. Guniting charges (UR) 1 hr.


10 % Provision for surface cleaning, scaffolding,

admixtures, sundries, etc. @ 10% of total

above

% HA

% OH

% CP

Total

Hence rate per m2

for 50 mm thickness /20 /m2

27 1 m2 Supplying, furnishing and installing chain

link / welded mesh for shotcreting/guniting

wherever required at all elevations including


35


complete.

1.00 m2 Cost of chain link/welded mesh 1 m

2


0.01 No. Man 1 Each

20 % Cost of pin, scaffolding, drilling, cutting,

placing, etc. @ 20% above

% HA

% OH

% CP

Total /m2

28 1 MT Supply and usage of cement at site including

cost of cement, conveyance charge, storage

arrangements, charges for stacking and re-

stacking if nescessery, etc. complete.

1 MT Cost of cement at site 1 MT

5 % Charges for stacking/ re-stacking, storage

arrangements, etc. @5 % of above item

Total /MT

29 1 litre Supply and usage of admixture at site

including cost of admixture, conveyance

charge, storage arrangements if nescessery

etc. complete.

1 litre Cost of admixture at site(MR) 1 litre

5 % For conveyance and mixiang charges etc.

Total /litre

35

Sl.


A. STONE MASONRY

1 1 m3 Random rubble masonry in CM 1:5 for

foundation and basement including cost of

all materials, conveyance, labour charges,

etc. complete as per specifications.

Note: Cost of cement may

be included in the item or


as a separate item.

1.00 m3 Blasted rubble 1 m

3

0.30 m3 River sand / M sand 1 m

3


0.70 No. Rubble mason 1 Each

1.05 No. Man 1 Each

% HA

% OH

% CP

Total /m3

2 1 m3 Random rubble masonry in CM 1:6 for

foundation and basement including cost of

all materials, conveyance, labour charges,



3


3



1.05 No. Man 1 Each

% HA

% OH

% CP

Total /m3

3 1 m3 Dry rubble masonry for foundation and

basement including cost of all materials,

conveyance, labour charges, etc. complete as

per specifications.


3


0.70 No. Man 1 Each

% HA

% OH

% CP

Total /m3

4 1 m3 For superstructure above foundation and

basement of Random rubble masonry/ Dry

rubble masonry

Add to corresponding items of work in

foundation and basement

Quantity Unit

CHAPTER VII

MASONRY WORKS

36

15 % Labour required for foundation and basement

( includes hire charges of scaffolding

materials etc.)

% HA

% OH

% CP

Total /m3

5 1 m3 Rubble pitching/ Rough stone dry packing to

lines and levels including cost of all

materials, conveyance, labour charges, etc.

complete as per specifications.


3


1.40 No. Man 1 Each

% HA

% OH

% CP

Total /m3

6 1 m3 Quarry rubbish backing for revetment




3

0.70 No. Man 1 Each

% HA

% OH

% CP

Total /m3

B. LATERITE MASONRY

7 1 m3 Laterite masonry in CM 1:5 for foundation

and basement including cost of all materials,


per specifications.

60.00 No. Laterite stones roughly dressed

(44x24x14cm) 100No.


3


1.50 No. Laterite/ Brick mason 1 Each

0.85 No. Man 1 Each

% HA

% OH

% CP

Total /m3

Quantity of Laterite stone

of size 35x20x20 cm -

65 Nos 35x20x14 cm -

90 Nos.

37

8 1 m3 Laterite masonry in CM 1:6 for foundation

and basement including cost of all materials,


per specifications.


(44x24x14cm)100

No.


3



0.85 No. Man/Woman 1 Each

% HA

% OH

% CP

Total /m3

9 1 m3 For superstructure in ground floor upto 5m

height

Add to the corresponding items of work in




materials)

% HA

% OH

% CP

Total /m3

10 1 m3 For superstructure in first floor upto 5m

height or in each successive floors upto 5m

height in each floor


superstructure ground floor or previous

floors



materials)

% HA

% OH

% CP

Total /m3

11 1 m3 Laterite masonry in CM 1:5 for flat, semi

circular segmental arch work including cost

of all materials, conveyance, labour charges,



(44x24x14cm)100

No.

0.16 m3 River sand 1 m

3

46.00 Kg River sand / M sand 1 MT


0.94 No. Man 1 Each

2.0 % Scafolding,centering etc complete ( 2 % of

labour)

% HA

% OH

% CP

Total /m3

38

12 1 m3 Laterite masonry in CM 1:5 for well lining,

cornices, copings etc. including cost of all



63.00 Nos. Laterite stones roughly dressed

(44x24x14cm)100

No.


3



1.44 No. Man 1 Each

2.0 % Scafolding,centering etc complete ( 2 % of

labour)

% HA

% OH

% CP

Total /m3

C. BRICK WORK

13 1 m3 Brick work in cement mortar 1:5 with wire

cut bricks for foundation and basement

including cost of all materials, conveyance,

labour charges, etc. complete as per

specifications.

500.00 No. Wire cut bricks (19cmx9cmx9cm) 1000 No.


3


0.70 No. Brick mason 1 Each

1.05 No. Man 1 Each

% HA

% OH

% CP

Total /m3

14 1 m3 Brick work in cement mortar 1:5 with

country burnt bricks for foundation and



per specifications.

500.00 No. Country burnt bricks(19cmx9cmx9cm) 1000 No.


3




% HA

% OH

% CP

Total /m3


cut bricks for foundation and basement



specifications.

39



3




% HA

% OH

% CP

Total /m3

16 1 m3 Brick work in cement mortar 1:6 with

country burnt bricks for foundation and



per specifications.

500.00 No. Country burnt bricks(19cmx9cmx9cm) 1000 No.


3




% HA

% OH

% CP

Total /m3


height





materials)

% HA

% OH

% CP

Total /m3






floors



materials)

% HA

% OH

% CP

Total /m3

40


cut bricks for flat, semicircular or segmental,

arch works, etc. including cost of all





3



1.66 No. Man 1 Each

2 % Scafolding,centering etc complete ( 2 % of

labour)

% HA

% OH

% CP

Total /m3

D. CEMENT BLOCK MASONRY

20 1 m3 Cement solid/hollow block work in cement

mortar 1:5 for foundation and basement



specifications.

55.00 No. Cement blocks (40cmx20cmx20cm) 100 No.


3




% HA

% OH

% CP

Total /m3

21 1 m3 Cement solid/hollow block work in cement

mortar 1:6 for foundation and basement



specifications.

55.00 No. Cement blocks (40cmx20cmx20cm) 100 No.


3




% HA

% OH

% CP

Total /m3


height



41



materials)

% HA

% OH

% CP

Total /m3






floors



materials)

% HA

% OH

% CP

Total /m3

42

Sl.


A. PLASTERING

1 1 m2 Plastering with CM 1:3, 9mm thick including

cost of all materials, conveyance, labour

charges, etc. complete.




as a separate item.

0.01 m3

River sand/Msand 1 m3

4.30 Kg Cement 1 MT

0.09 No. Mason 1 Each


% HA

% OH

% CP

Total /m2

2 1 m2 Plastering with CM 1:3, 12 mm thick


labour charges, etc. complete.

0.014 m3 River sand/Msand 1 m

3

6.60 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2





3

7.20 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2





3

5.40 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

Quantity Unit

CHAPTER VIII

PLASTERING AND POINTING

43




0.017 m3 River sand/M sand 1 m

3

5.90 Kg Cement 1 MT

0.09 No. Mason 1 Each0.17 No. Man/Woman 1 Each

% HA

% OH

% CP

Total /m2





3

4.30 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2





3

4.80 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

8 1 m2 Plastering with CM 1:6,12 mm thick




3

3.60 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2





3

4.00 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

44

10 1 m2 Add to cement plastering items for plastering

with neat cement flushing coat

2.20 Kg Cement 1 MT


% HA

% OH

% CP

Total /m2

11 1 m2 Add to cement plastering items for use of

coloured cement flushing coat

2.20 Kg Add the excess value of coloured cement 1 MT

% HA

% OH

% CP

Total /m2

12 1 m2 Add to cement plastering items for thread

lining to plastered surface


% HA

% OH

% CP

Total /m2

13 1 m2 For plastering works in first floor upto 5m



Add to the corresponding plastering items of

work in ground floor or previous floors

15 % Labour required for plastering works (

includes hire charges of scaffolding

materials)

% HA

% OH

% CP

Total /m2

14 1 m2 Providing boarder 75mm wide and 15mm

thick in CM 1:3 including cost of all


complete.


3

0.60 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

45

15 1 m2 Clearing and removal of old plaster from

walls including racking out joints clearing

the surface for replaster including disposal of

debris within 150m.



% HA

% OH

% CP

Total /m2

B. POINTING

16 1 m2 Pointing brick work with CM 1:3 including




3




% HA

% OH

% CP

Total /m2

17 1 m2 Pointing brick work with CM 1:4 including




3

1.00 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

18 1 m2 Pointing Random rubble masonry with CM

1:2 including cost of all materials,

conveyance, labour charges, etc. complete.


3




% HA

% OH

% CP

Total /m2





3


46



% HA

% OH

% CP

Total /m2





3

1.00 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

21 1 m2 Pointing Laterite masonry with CM 1:3




3




% HA

% OH

% CP

Total /m2

22 1 m2 Pointing Laterite masonry with CM 1:4



specification.


3

0.5 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

23 1 m2 Pointing Cement block masonry with CM 1:3




3

0.53 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

47

24 1 m2 Pointing Cement block masonry with CM 1:4




3

0.4 Kg Cement 1 MT



% HA

% OH

% CP

Total /m2

48

Sl.

No.Description of item Rate Amount Remarks

A. CEMENT WORKS

1 1 m² White cement washing one coat for new

surface including cost and conveyance of all

materials, labour charges, etc. complete.




as a separate item.

0.148 Kg White cement 1 Kg

0.012 No. Special mazdoor 1 Each

0.009 No. Man 1 Each

2 % Sundries, of total above

% HA

% OH

% CP

Total /m²

2 1 m² White cement washing two coats for new



0.248 Kg White cement 1 Kg




% HA

% OH

% CP

Total /m²

3 1 m² Cement washing one coat for new surface

including cost and conveyance of all






% HA

% OH

% CP

Total /m²

4 1 m² Cement washing two coats for new surface







% HA

% OH

% CP

Total /m²

Quantity Unit

CHAPTER IX

WHITE WASHING AND PAINTING

49

5 1 m² Cement washing one coat for old surface



0.1 Kg Cement 1 MT




% HA

% OH

% CP

Total /m²

6 1 m² Cement washing two coats for old surface



0.20 Kg Cement 1 MT




% HA

% OH

% CP

Total /m²

7 1 m² Painting with one coat of primer of approved

quality on new / old surface after cleaning,



0.10 litre Wall Primer 1 litre

0.04 No. Painter 1 Each


% HA

% OH

% CP

Total /m²

8 1 m² Finishing new surface with cement water

proof paint of approved quality and color,

one coat including cost and conveyance of all


0.19 Kg Cement water proof paint 1 Kg


0.04 No. Man 1 Each


% HA

% OH

% CP

Total /m²

50

9 1 m² Finishing new surface with cement water


two coats including cost and conveyance of

all materials, labour charges, etc. complete.



0.07 No. Man 1 Each


% HA

% OH

% CP

Total /m²

10 1 m² Finishing old surface with cement water


one coat including cost and conveyance of all






% HA

% OH

% CP

Total /m²

11 1 m² Finishing old surface with cement water


two coats including cost and conveyance of




0.05 No. Man 1 Each


% HA

% OH

% CP

Total /m²

12 1 m² Finishing new surface with distemper of

approved quality and color, one coat

including smoothening with sand paper, cost



0.10 Kg Distemper 1 Kg



% HA

% OH

% CP

Total /m²

51

13 1 m² Finishing new surface with distemper of

approved quality and color, two coats







% HA

% OH

% CP

Total /m²

14 1 m² Finishing old surface with distemper of

approved quality and color, one coat







% HA

% OH

% CP

Total /m²

15 1 m² Finishing old surface with distemper of

approved quality and color, two coats







% HA

% OH

% CP

Total /m²

16 1 m² Painting new surface with emulsion paint of

approved quality and color, one coat over a

coat of primer, after smoothening with sand

paper and cleaning the surface, including

cost and conveyance of all materials, labour


0.115 litre Emulsion paint 1 litre




% HA

% OH

% CP

Total /m²

52


approved quality and color, two coats over a


paper and cleaning the surface, including







% HA

% OH

% CP

Total /m²

18 1 m² Painting old surface with emulsion paint of

approved quality and colour, one coat, after

smoothening with sand paper and cleaning

the surface, including cost and conveyance of





% HA

% OH

% CP

Total /m²


approved quality and color, two coats, after







% HA

% OH

% CP

Total /m²


approved quality and color, one coat over

over a coat of primer, after smoothening with

sand paper and finishing with wall putty,





0.20 Kg Wall putty 1 Kg


0.08 No. Man 1 Each


53

% HA

% OH

% CP

Total /m²




paper and finishing with wall putty, including







0.08 No. Man 1 Each


% HA

% OH

% CP

Total /m²




paper and the cleaning surface, including






0.08 No. Man 1 Each


% HA

% OH

% CP

Total /m²




paper and finishing with wall putty, including







0.08 No. Man 1 Each


% HA

% OH

% CP

Total /m²

54

24 1 m² Painting new surface with black/ brown

japan paint of approved quality, one coat

after rubbing with sand paper and cleaning

the surface including cost and conveyance of


0.14 litre Black/ brown japan paint 1 litre



% HA

% OH

% CP

Total /m²

25 1 m² Painting new surface with black/ brown

japan paint of approved quality, two coats







% HA

% OH

% CP

Total /m²

26 1 m² Painting old surface with black/ brown japan

paint of approved quality, one coat after

rubbing with sand paper and cleaning the






% HA

% OH

% CP

Total /m²

27 1 m² Painting old surface with black/ brown japan

paint of approved quality, two coats after

rubbing with sand paper and cleaning the






% HA

% OH

% CP

Total /m²

B. WOOD WORKS

55

28 1 m² Painting new wood surface with enamel paint

of approved quality and colour, two coats

over two coats of wood primer, after




Note: Measurement area

may be taken as 1.

Wooden panelled or

framed - add 12.5% of

area fpr each side

2.Fully glazed - Deduct

50% of area for each

side.

0.115 litre Enamel paint 1 litre

0.14 litre Wood Primer 1 litre



% HA

% OH

% CP

Total /m²

29 1 m² Painting old wood surface with enamel paint

of approved quality and colour, two coats,

after smoothening with sand paper and

cleaning the surface, including cost and

conveyance of all materials, labour charges,

etc. complete.




% HA

% OH

% CP

Total /m²

30 1 m² Painting old wood surface with enamel paint

of approved quality and colour, one coat,







% HA

% OH

% CP

Total /m²

C. STEEL WORKS

31 1 m² Painting new iron surface with priming coat

of approved quality one coat, after rubbing

with emery paper and cleaning the surface



Note: Measurement area

may be taken as -

guard bars, balustrades,

gates, gratings, grills,

cages, railings, braces,

rails, stays, etc. - Deduct

50% area for each side.

56

0.075 litre Iron primer 1 litre



% HA

% OH

% CP

Total /m²

32 1 m² Painting new iron surface with aluminium

paint of approved quality one coat including



0.105 litre Aluminium paint 1 litre



% HA

% OH

% CP

Total /m²

33 1 m² Painting old iron surface with aluminium

paint of approved quality, one coat, after




0.08 litre Aluminium paint 1 litre



% HA

% OH

% CP

Total /m²

34 1 m² Painting new iron surface with enamel/

epoxy/ similar paint of approved quality and

color two coats over a coat of iron primer,

after smoothening with sand paper and

cleaning the surface, including cost and


etc. complete.

0.115 litre Enamel/ epoxy/ similar paint 1 litre

0.075 litre. Iron Primer 1 litre.



% HA

% OH

% CP

Total /m²

57

35 1 m² Painting old iron surface with enamel/ epoxy/

similar paints of approved quality and color

two coats, after smoothening with sand paper

and cleaning the surface, including cost and


etc. complete.




% HA

% OH

% CP

Total /m²

36 1 m² Painting old iron surface with enamel/ epoxy/

similar paints of approved quality and color

one coat, after smoothening with sand paper

and cleaning the surface, including cost and


etc. complete.




% HA

% OH

% CP

Total /m²

58

Sl.


1 1 m2 Providing and fixing wood pannelled door in

single leaf with frames of 100 x 70 mm (

with out sill) and shutters of frame 100 x 35

mm panel (four horizondals) with plank of

16mm thick including cost of all materias

and labour charges,etc.complete but

excluding cost of fittings

Note:

1. For I st floor, add 10

% of extra labour of

Ground floor

2. For II nd floor, add 20

% of extra labour of

Ground floor and so on

0.060 m3 Wood log 1 m

3 (If size of frame and

shutter varies, qty of

wood will vary)

0.60 No Sawyers 1 Each (10 nos per cum)

3.27 No Carpenter 1 Each (54 nos per cum)

0.36 No Man 1 Each (6 nos per cum)

0.015 m3 Cost of outerslabs at 25% of cost of wood

log value. 1 m3

% HA

% OH

% CP

Total /m2

2 1 m2 Providing and fixing wood pannelled

windows with frames of 100 x 70 mm and

shutters of frame 70 x 35 mm pannel with

plank of 16mm thick including cost of all

materials andl labour charges,etc.complete

but excluding cost of fittings , grills etc.

(If size of frame and


wood will vary)

0.085 m3 Wood log 1 m

3




0.021 m3 Cost of outerslabs at 25% of cost wood log

value 1 m3

% HA

% OH

% CP

Total /m2

3 1 m2 Providing and fixing glazed windows with

wooden frames of 100 x 70 mm and shutters

of wooden frame 70 x 35 mm panel with

glass panels including cost of all materials

and labour charges,etc.complete but

excluding cost of fittings , grills etc.



wood will vary)

0.077 m3

Wood log 1 m3




0.36 m2

Glass panels 1 m2

Quantity

CHAPTER X

DOORS, WINDOWS & VENTILATORS

Unit

Deduct

Deduct

59


value1 m

3

% HA

% OH

% CP

Total /m2

4 1 m2 Providing and fixing glazed ventilator with

wooden frames of 100 x 70 mm and

louvered glass panes including cost of all

materials and labour charges,etc. complete

but excluding cost of fittings , etc.



wood will vary)

0.093 m3

Wood log m3

0.93 No Sawyers Each (10 nos per cum)

5.02 No Carpenter Each (54 nos per cum)

0.56 No Man Each (6 nos per cum)

0.70 m2

Glass panels m2


value m3

% HA

% OH

% CP

Total /m2

5 1 dm3 Providing wood pieces for

doors,windows,ventilators,and other items of

suitable size and shape etc.

1.512 dm3

Wood log m3

0.015 No Sawyers Each

0.022 No Carpenter Each

0.012 No Man Each

0.399 dm3 Cost of outerslabs at 25% of cost wood log

value m3

% HA

% OH

% CP

Total /dm3

6 1 m2 Providing wooden planks of 12mm thick of

suitable size and shape after

planing,grooving etc.

(if thickness vary qty will

vary)

18.1 dm3

Wood log m3

0.46 No Sawyers Each

0.055 No Man Each

4.5 dm3 Cost of outerslabs at 25% of cost wood log

value m3

% HA

% OH

% CP

Total /m2

7 1 Kg Providing MS flats to windows and

ventilators including cutting,making

holes,etc. complete.

Deduct

Deduct

Deduct

Deduct

60

1.05 Kg Flat iron Qtl

0.05 No Black smith Each

0.008 No Man Each

% HA

% OH

% CP

Total /Kg

8 1 Kg Providing MS rods to windows and

ventuilators including cutting, etc. complete.

1.05 Kg M S rod Qtl

0.02 No Black smith Each

0.02 No Man Each

% HA

% OH

% CP

Total /Kg

9 1 Kg Fabricating, fixing steel windows including

frames and shutters, fixing arrangements and

fittings such as hinges, stoppers, closers etc.

but excluding glass panels.

1.05 Kg Cost of angles, flat, MS rods, etc (average

cost of angles, rods, flats) Qtl

20 % Fabrication charges, sundries etc ( 20 % of

above)

% OH

% CP

Total /Kg

10 1 m2 Supplying ang fixing glass panels for steel

windows icluding cost of all materials and


1.00 m2

Glass m2

20 % For biniding materials, beadings, etc. ( 20 %

of above)

0.15 No Fitter Each

0.15 No Man Each

% HA

% OH

% CP

Total /m2

11 1 m2 Supplying and fitting PVC fully panelled

doors including cost of all fittings and


3.50 m Square tubes m

0.86 m2 Shutter m

2

0.12 No Fabricator Each

0.12 No Man Each

5 % Cost of fittings ( 5 % of above total)

% HA

% OH

% CP

Total /m2

61

12 1 m2 Fabricating & fixing Anodised Aluminium

partialy glased single shutter door with 63

x 37 x 1.5 mm door frames and shutter

frames of size 45x45x1.5 mm at top ,middle

and side, 95x45x1.5mm aluminium

rectangular tube at bottom and providing

plain glass and hylam sheet ( equally

devided) for shutter including aluminium

clips and rubber beeding for fixing glass/

sheet, reinforcing with steel rod at top and

bottom of shutter including all materials and

fixing charges etc. but excluding cost of

fittings.

(if size of frame and

shutter varies, quantity of

Aluminium and glass will

vary)

1.95 Kg Aluminium tube for outer frame Kg

2.05 Kg Aluminium tube for sides, top and middle of

shutter Kg

0.53 Kg Aluminium tube for bottom of shutter Kg

0.39 m2 Hylam sheet(prelaminated sheet-12mm) m

2

0.39 m2

Glass m2

3.38 m Rubber beeding with clip m

0.54 No Aluminium fabricator Each

0.54 No Fitter Each

0.54 No Man Each

% HA

% OH

% CP

Total /m2


fully glazed double shutter door with 63 x

37 x 1.5 mm door frames and shutter frames

of size 45x45x1.5 mm at top ,middle and

side, 95x45x1.5mm aluminium rectangular

tube at bottom and providing thick plain

glass for shutter, including aluminium clips

and rubber beeding for fixing glass

reinforcing with steel rod at top and bottom

of shutter including all materials and fixing

charges etc. but excluding cost of fittings.




vary)


3.01 Kg Aluminium tube for sides, top and middle of

shutter Kg

0.53 Kg Aluminium tube for bottom of shutter m

0.74 m2

Glass m2



0.55 No Fitter Each

0.55 No Man Each

% HA

% OH

% CP

Total /m2

62


fully glazed window with aluminium tube

frames of 63 x 37 x 1.5 mm in size and

37x24x1.5 mm frame with glass as shutters

including all materials and fixing charges etc.

but excluding cost of fittings.




vary)


2.57 Kg Aluminium shutter frame Kg

0.71 m2

Glass m2



0.58 No Man Each

% HA

% OH

% CP

Total


fully glazed ventilator with Aluminium

sections 50 x 25 x 1.5 mm in size with 4mm

thick plain glass as shutters including cost of

all fittings such as aluminium stay , hooks,

hinges etc. complete.


3.00 Kg Aluminium shutter frame Kg

0.88 m2

Glass m2



0.56 No Man Each

% HA

% OH

% CP

Total /m2

63

Sl.


Internal work

1 1 m Supplying, laying and jointing 20mm

nominal dia. PVC pipes ( Kgf/cm²) and

specials such as tees, bends, elbows,

checknuts etc. including cutting and making

good the walls, etc. complete.

Details of cost for 30m.

30.00 m PVC pipes 20mm dia. ( Kgf/cm²) 1 m

15 % Add for specials


0.67 No. Man mazdoor 1 Each

2 % Solvent cement and other sundries (2 % of

% HA

% OH

% CP

Total

Hence for 1m /30 /m







30.00 m PVC pipes 25mm dia. (10Kgf/cm²) 1 m





cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m












cost of PVC pipe)

CHAPTER XI

WATER SUPPLY AND SANITARY WORKS

A. WATER SUPPLY WORKS

Quantity Unit

64

% HA

% OH

% CP

Total

Hence for 1m /30 /m


nominal dia. PVC pipes (Kgf/cm²) and


checknuts etc. with clamps including cutting

and making good the walls, painting the paint

two coats, etc. complete.







cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m












cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m












cost of PVC pipe)

% HA

% OH

65

% CP

Total

Hence for 1m /30 /m


nominal dia. PVC pipes ( Kgf/cm²)

including cutting and making good the walls,

etc. complete.







cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m




etc. complete.







cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m




etc. complete.







cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m

External work

66




checknuts, etc. including refilling the

trenches, etc. complete.


30.00 m PVC pipes 20mm dia.(10Kgf/cm²) 1 m




1.50 No. Man mazdoors for trenching and refilling 1 Each


cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m







30.00 m PVC pipes 25mm dia.( Kgf/cm²) 1 m






cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m





trenches, etc. complete .


30.00 m PVC pipes 32mm dia.(10Kgf/cm²) 1 m






cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m

67











1.50 No. Man mazdoor for trenching and refilling 1 Each


cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m







30.00 m PVC pipes 50mm dia.( gf/cm²) 1 m


0.33 No. Fitters 1 Each




cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m













cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m

68

16 Supplying, laying and jointing 75mm






30.00 m PVC pipes 75mm dia.(Kgf/cm²) 1 m






cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m







30.00 m PVC pipes 90mm dia.(Kgf/cm²) 1 m






cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m













cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m

69







30.00 m PVC pipes 160mm dia 1 m






cost of PVC pipe)

% HA

% OH

% CP

Total

Hence for 1m /30 /m

20 1 Each Supplying and fixing European type

earthenware WC pan with trap and

Duroplastic seat with lid , 15 litres PVC low

level flush tank with all fittings, including

cutting and making good the walls and

floors, cost and conveyance of all materials,


1.00 No Earternware European type WC pan 1 Each

1.00 No Duroplastic seat cover 1 Each

1.00 No. PVC low level flush tank 15 litre capacity 1 Each

4.00 Kg Cement 1 MT

0.50 No Plumber 1 Each


1.00 No Man mazdoor 1 Each

1 % Sundries etc ( 1 % of above )

% HA

% OH

% CP

Total /Each

21 1 Each Supplying and fixing …….x……mm or

nearest size eartern ware wash hand basin

with fitting like CP angle cock,

couplings,nylone connections,bolts, etc.

including cutting and making good to the

wall etc. complete.

1.00 No. Wash hand basin 1 Each

1.00 No. 15 mm C.P. brass pillar tap 1 Each

1.00 No. 15 mm C.P. angle cock 1 Each

1.00 No. 15 mm C.P. waste coupling.(MR) 1 Each

1.00 No. 15 mm nylone connection 1 Each

1.00 No. 32mm PVC waste pipe heavy 1 Each

1.00 pair Brackets 1 pair

2.00 Kg Cement 1 MT

0.50 No Plumber 1 Each

B. SANITARY WORKS

70



2 % Sundries etc ( 2 % of above material)

% HA

% OH

% CP

Total /Each

22 1 Each Supplying and fixing Orissa pan water closet

with trap 'S' or 'P' including embedding the

closet and trap concrete and forming

squatting platform of suitable size plastered

over with cement mortar 1:3, cutting and

making good to the floors including cost and


etc. complete.

1.00 No Orissa pan water closet 1 Each

1.00 No Trap 1 Each

5 % Provision for making platform, Sundries etc (

5 % of above material)



% HA

% OH

% CP

Total /Each

23 1 No Supplying and fitting sanitary fittings like

trap, cowl, mirror,soap dish, towel rail etc


charges etc. complete

1 No Cost of trap/cowl etc

10 % fitting charges, sundries such as solvent,

plugs, etc. 10 % of above

% HA

% OH

% CP

Total /Each

71

Sl.


1 1 m² Flooring with C.C.1:4:8, 75mm thick using

40mm nominal size aggregate and plastered

over with 12mm thick C.M.1:3 one coat

floated hard and trowelled smooth, including

cost of all materials and labour charges etc.

complete.




as a separate item.


0.036 m³ M sand / River sand 1 m³

0.0713 m³ 40 mm coarse aggregate 1 m³


0.18 No Man 1 Each

% HA

% OH

% CP

1.00 m² Plastering with C.M.1:3, 12mm thick 1 m²

Total /m²



over with 12mm thick C.M.1:3 one coat and

floated hard and trowelled smooth with neat

cement flushing coat including cost of all

materials and labour charges etc. complete.

1.00 m² Cost of 1m2

C.C.1:4:8 75mm thick with

12mm thick plasterin in C.M 1:3 1 m²

1.00 m² Cost of cement flushing coat 1 m²

Total /m²



over with 12mm thick C.M.1:4 one coat and

floated hard and trowelled smooth with neat

cement flushing coat and thread lining

including cost of all materials, labour


1.00 m² Cost of 1m2

C.C.1:4:8 75mm thick with

12mm thick plasterin in C.M 1:3 including

flushing coat. 1 m²

1.00 m² Thread lining 1 m²

Total /m²

4 1 m² Floor plastering with C.M. 1:3, 12mm thick

one coat and floated hard and trowelled

smooth with neat cement flushing coat mixed

with red / black oxide, including cost of all


Quantity Unit

CHAPTER XII

FLOORING

72

1.00 m² Plastering with C.M.1:3, 12mm thick 1 m²

1.00 m² Cost of cement flushing coat 1 m²

0.10 Kg Cost of red / black oxide powder 1 Kg

% OH

% CP

Total /m²

5.a 1 m² Supplying and paving Ceramic / Vitrified

tiles of approved quality, size and colour on

floors over C.M 1:6, 15mm thick and

flushing coat, pointing with coloured cement,


charges etc. complete.

1.05 m² Ceramic / Vitrified tiles 1 m²

1.00 m² Plastering in C.M 1:6, 15mm thick 1 m²

0.48 Kg Cement 1 MT

0.15 No Tile paver 1 Each

0.09 No Man 1 Each

1 % Coloured cement, sundries, etc., 1 % of total

above

% HA

% OH

% CP

Total /m²

5.b 1 m² Supplying and Dadoing walls with Ceramic /

Vitrified tiles of approved quality, size and

colour over a cement flusing coat and

pointing with coloured cement, including

cost of all materials, labour charges etc.

complete.

1.05 m² Ceramic / Vitrified tiles 1 m²

1.00 m² Cement Flushing coat 1 m²

0.30 No Tile paver 1 Each

0.18 No Man 1 Each


above

% HA

% OH

% CP

Total /m²

6.a 1 m² Supplying and paving Marble slabs of

approved quality and colour on floors

overC.M.1:6, 15 mm thick and flushig coat,

pointing with coloured cement, polishing

with machine 3 coats to smooth finish and

wax polishing including cost of all materials,


1.05 m² Marble slabs 1 m²


0.20 Kg Cement for flushing coat 1 MT

Labour for laying

0.20 No. Tile paver 1 Each



above

Labour for polishing

73

0.40 No. Spl. Mazdoor for polishing 1 Each

0.20 No. Man 1 Each

5.00 % Polishing machine, stones, etc.( 5 % of total

above)

0.01 Kg Mansion polish 1 Kg

% HA

% OH

% CP

Total /m²

6.b 1 m² Supplying and Dadoing walls with Marble

slabs of approved quality and colour over

cement flushing coat and polishing with

machine 3 coats to smooth finish, pointing

with coloured cement and wax polishing,


etc. complete.

1.05 m² Marble slabs 1 m²

1.00 m² Cement flusging coat 1 m²

Labour for laying




above



0.20 No. Man 1 Each


above)


% HA

% OH

% CP

Total /m²

7.a 1 m² Supplying, paving and polishing Marble

tiles of approved quality and colour on floors

over C.M.1:6, 15mm thick and flushing coat

and polishing with machine 3 coats to

smooth finish,pointing with coloured cement

and wax polishing, including cost of all

materials and labour charges etc. cement.

1.05 m² Marble tiles 1 m²



Labour for laying


0.05 No. Man 1 Each


above



0.20 No. Man 1 Each


above)


74

% HA

% OH

% CP

Total /m²

7.b 1 m² Supplying and Dadoing walls with Marble

tiles of approved quality and colour over

cement flushing coat and polishing with

machine 3 coats to smooth finish, pointing

with coloured cement and wax polishing,


etc. complete.

1.05 m² Marble tiles 1 m²


Labour for laying




above



0.20 No. Man 1 Each


% HA

% OH

% CP

Total /m²

8.a 1 m² Supplying and paving Granite slabs of

approved quality and colour on floors

overC.M.1:6, 15 mm thick and flushig coat,

pointing with coloured cement, including

cost of all materials, labour charges, etc.

complete.

1.05 m² Granite slabs 1 m²



Labour for laying


0.10 No. Man 1 Each


above

% HA

% OH

% CP

Total /m²

75

8.b 1 m² Supplying and Dadoing walls with Granite

slabs of approved quality and colour over

cement flushing coat , pointing with

coloured cement ,including cost of all

materials, labour charges etc. complete.

1.05 m² Granite slabs 1 m²


Labour for laying


0.20 No. Man 1 Each


above

% HA

% OH

% CP

Total /m²

9.a 1 m² Supplying, paving and polishing Granite

tiles of approved quality and colour on floors

over C.M.1:6, 15mm thick and flushing coat

,pointing with coloured cement , including

cost of all materials and labour charges etc.

cement.

1.05 m² Granite tiles 1 m²


0.20 Kg Cement 1 MT

Labour for laying


0.05 No. Man 1 Each


above

% HA

% OH

% CP

Total /m²

9.b 1 m² Supplying and Dadoing walls with Granite

tiles of approved quality and colour over

cement flushing coat , pointing with

coloured cement ,including cost of all

materials, labour charges etc. complete.

1.05 m² Granite tiles 1 m²


Labour for laying


0.10 No. Man 1 Each


above

% HA

% OH

% CP

Total /m²

10 1 m² Supplying and Fixing PVC / Vinyl sheet

flooring of approved make including cost of


76

1.05 m² PVC / Vinyl flooring sheet 1 m²

0.03 No. Special Mazdoor 1 Each

0.03 No. Man 1 Each

5.00 % Adhesives, sundries, etc., of total above

% HA

% OH

% CP

Total /m²

77

Sl.


1 1 Kg Fabricating supplying and installing steel

roof truss, purlins etc using MS angles, plates

etc. including cost of all materials, labour

charges ,painting with two coats of synthetic

enamel paint over a coat of iron primer etc

complete

1.05 Kg Cost of MS angles, plates , etc ( Average

cost) 1 Qtl


0.005 litre Synthetic enamel paint 2 litre

1 No Welding Rod 100 No

0.02 No Blacksmith 1 m3

0.013 No Heavy load Mazdoor 1 Each


0.01 NoWelder

1 Each

0.003 NoPainter

1 Each

10 % Erection charge, hire for welding plant,

grinding stone, current charge etc ( 1 % of

cost of steel materials)

% HA

% OH

% CP

Total /Kg

2 1 Kg Fabricating supplying and installing steel

roof truss, purlins etc using pipes / hollow

section pipes etc. including cost of all

materials, labour charges ,painting with two

coats of synthetic enamel paint over a coat of

iron primer etc complete

1.05 Kg Cost of pipe 1 Qtl


0.005 litre Synthetic enamel paint 2 litre

1.00 No Welding Rod 100 No


0.009 No Heavy load Mazdoor 1 Each



0.003 No Painter 1 Each

10 % Erection charge, hire for welding plant,

grinding stone, current charge etc ( 1 % of

cost of steel materials)

% HA

% OH

% CP

Total /Kg

Quantity Unit

CHAPTER XIII

ROOFING

78

3 1 m2 Roofing with GI corrugated sheet for roofs,

shades including all fittngs like nuts and

bolts, clambs, J -bolts, including cost all


8.60 kg GI corrugated sheet 1 MTWt. considered for 0.8mm

thick sheet. Wt. may be

varied according to the

thickness of sheet

considered.

2.20 No GI hooks with bolt and nuts 1 Each

10 % Sundries, scaffolding etc ( 10 % of cost of

sheet)


0.135 No Man 1 Each

% HA `

% OH

% CP

Total /m2

4 1 m2 Roofing with AC corrugated sheet for roofs,

shades including all fittings like nuts and

bolts, clambs ,J -bolts, including cost all

materials, labour charges etc. complete

1.15 m2 AC Corrugated sheet 1 m

2

1.4 No GI hooks with bolt and nuts 1 Each


sheet)


0.16 No Man 1 Each

% HA `

% OH

% CP

Total /m2

5 1 m Providing AC Ridge with all fittings


etc. complete.

1.03 Pair AC Ridge 1 pair


0.05 No Man 1 Each

% HA

% OH

% CP

Total /m

6 1 m2 Roofing with MP Ist class tiles for roofs,

shades etc including cost of all materials,


16 No MP Tiles 1000 No


sheet)


0.035 No Man 1 Each

% HA `

% OH

% CP

Total /m2

79

7 1 m Providing MP Hip and Ridge tiles, pointing

with Cement Mortar 1:6 including cost of all

materials, labour charges, etc complete.

2.7 No MP Hip and Ridge tiles 1000 No

0.020 m3 Sand 1 m

3

0.72 kg Cement 1 MT


0.05 No Man 1 Each

% HA `

% OH

% CP

Total /m

80

Sl.


1 1 m2 Sectioning upto 150mm and forming the

surface of new roads

0.05 No. Man

% HA

% OH

% CP

Total /m2

2 1 m2 Sectioning upto 150mm and forming the

surface of old roads

0.025 No. Man

% HA

% OH

% CP

Total /m2

3 1 m³ Collection and supply of 60mm IRC size

hard granite broken stone including stacking

on road side in standard profiles for

measurements, etc. complete.

1 m³ 60mm broken stone 1 m³

0.18 No. Man for stacking

% HA

% OH

% CP

Total /m³







% HA

% OH

% CP

Total /m³

5 1 m³ Collection and supply of 60mm & 36mm

(7:3) IRC size hard granite broken stone

including stacking on road side in standard

profiles for measurements, etc. complete.

0.70 m³ 60mm broken stone 1 m³

0.30 m³ 36mm broken stone 1 m³


% HA

% OH

% CP

Total /m³

CHAPTER XIV

ROAD WORKS

Quantity Unit

81







% HA

% OH

% CP

Total /m³

7 1 m³ Collection and supply of 6mm IRC size hard

granite broken stone including stacking on

road side in standard profiles for




% HA

% OH

% CP

Total /m³

8 1 m³ Collection and supply of good quality red

earth including stacking on road side in

standard profiles for measurements, etc.

complete.

1 m³ Red earth 1 m³


% HA

% OH

% CP

Total /m³

9 1 m³ Collection and supply of quarry dust

including stacking on road side in standard

profiles for measurements, etc. complete.

1 m³ Quarry dust 1 m³


% HA

% OH

% CP

Total /m³

82

10 1 m² Metalling the roadway, 100mm spread

thickness compacted to 75mm using

departmental broken stones (grade in the

ratio of 7:3 of 60mm and 36mm sizes) 1m³

per 10m² and departmental blinding

materials 0.20m³ per 10m², bed rolling,

spreading broken stones to template, rolling

dry to compaction from sides to centre until

the movement of broken stones cease,

watering profusely and rolling until the fines

cream up and fill the voids of the stones, then

spreading the gravelly earth and sweeping

into the joints, watering and rerolling until

the gravelly earth has worked into all the

crevises and only a thin coat of slurry

remains, then take off the roller and allow to

set to harden for 24 hours and any deformity

is rectified, including fencing, lighting,

watching and maintaining the surface free of

ruts for 15 days after completion including

hire charges of power roller, all labour

charges, etc. complete for W.B.M.Sub base

course.

(Daily out-turn of roller 840m²)

0.117 No. Man for spreading broken stones and

blinding materials 1 Each

0.067 No. Woman for spreading broken stones and

blinding materials and watering 1 Each

0.022 litre Diesel for roller 1 litre

2 % Sundries(such as fencing, lighting, watching,

etc.)2 % of total of above

0.0012 day Hire charges for power roller 1 day

% HA

% OH

% CP

Total /m2

83

11 1 m² Metalling the roadway, 100mm spread

thickness compacted to 75mm using 36mm

departmental broken stones, 1m³ per 10m²

and departmental blinding materials 0.15m³

per 10m², bed rolling, spreading broken

stones to template, rolling dry to compaction

from sides to centre until the movement of

broken stones cease, watering profusely and

rolling until the fines creame up and fill the

voids of the stones, then spreading the

gravelly earth and sweeping into the joints,

watering and rerolling untiluntil the fines

cream up and fill the voids of the stones, the

gravelly earth has worked into all the

crevises and only a thin coat of slurry

remains, then take off the roller and allow to

set to harden for 24 hours and any deformity

is rectified, including fencing, lighting,

watching and maintaining the surface free of

ruts for 15 days after completion including

hire charges of power roller, all labour

charges, etc. complete for W.B.M. base

course.


0.117 No. Man for spreading broken stones and

blinding materials 1 Each







% HA

% OH

% CP

Total /m2

84

12 1 m² Remetalling the roadway with departmental

broken stones and blinding materials (new

broken stones supplied at 0.50m³ for 10m²

and blinding materials at 0.12m³ for 10m²)

including picking the old metalled surface

for a minimum depth of 50mm, sectioning,

spreading the new broken stones to template,

rolling dry to compaction from sides to

centre until the movement of broken stones

cease, watering profusely and rolling until

fines creame up and fill the voids of the the

stones, then spreading the gravelly earth and

sweeping into the joints, watering and

rerolling until the gravelly earth has worked

into all the crevises and only a thin coat of

slurry remains, then take off the roller and

allow to set to harden for 24 hours and any

deformity is rectified, including fencing,

lighting, watching and maintaining the

surface free of ruts for 15 days after

completion including hire charges of power

roller, all labour charges, etc. complete for

W.B.M. base course.


0.035 No. Man for spreading metal and blinding

material 1 Each








% HA

% OH

% CP

Total /m2

13 1 m³ Providing bitumen levelling course with

60mm departmental broken stone by

spreading the broken stone to lines and levels

and rolling until the compacted course

aggregate has a firm surface and applying hot

bitumen with pressure sprayer @

16.33Kg/m³ of aggregates including cost of

bitumen, all conveyance, heating, mixing,

spreading in appropriate locations to proper

levels, compacting with power roller and all

other sundry expenses.

85

Daily out-turn of roller 45m³


0.25 No. Woman 1 Each

0.65 litre Kerosene 1 litre

0.20 litre Diesel 1 litre

2 % Sundries, of total of above

0.011 day Hire for power roller 1 day

0.011 day Hire for boiler and sprayer 1 day

0.033 day Hire for wheel barrows 1 day

16.33 Kg Cost of bitumen 80/100 1 MT

% HA

% OH

% CP

Total /m³

14 1 m³ Providing bitumen levelling course with

36mm departmental broken stone by

spreading the broken stone to lines and levels

and rolling until the compacted course

aggregate has a firm surface and applying hot

bitumen with pressure sprayer @ 20Kg/m³ of

metal including cost of bitumen, all

conveyance, heating, mixing, spreading in

appropriate locations to proper levels,

compacting with power roller and all other

sundry expenses.

Daily out-turn of roller 45m³



0.80 litre Kerosine 1 litre

0.40 litre Diesel 1 litre






% HA

% OH

% CP

Total /m³

15 1 m³ Providing bitumen pre-mix levelling course

with 12mm departmental broken stone by

spreading the pre-mix (formed of 1m3

loose

broken stone mixed with 48Kg of bitumen)

to lines and levels, rolling to dense surface,

including cost of bitumen, all conveyance,

heating, mixing, compacting with power

roller, other sundry expenses, etc. complete.

Daily out-turn of roller 22.20m³



4.00 litre Kerosene for heating aggregates 1 litre

2.00 litre Kerosene for heating bitumen 1 litre


1.50 litre Diesel for H.M.plant 1 litre

86




0.045 day Hire for H.M.plant 1 day



% HA

% OH

% CP

Total /m³

16 1 m² Providing 20mm pre-mixed chipping carpet

over W.B.M. surface with departmental

broken stone after cleaning the base and

applying a priming coat of 7.50Kg of

bitumen per 10m² and spreading the hot pre-

mix (formed of 0.27m³ of departmental

12mm broken stone and 12.96Kg of bitumen

per 10m²) rolling to dense surface, then

spreading the seal coat (comprising of a hot

premix of 0.09m³ of 6mm departmental

broken stone and 8.64Kg of bitumen per

10m² again rolling including the cost of

bitumen, oil and fuel, hire of bass brooms,

camber board, roller and other machineries,

watching, lighting and other charges, etc.

complete. (Total usage of bitumen is

29.10Kg per 10m²)

Daily out-turn of roller 840m²














% HA

% OH

% CP

Total /m2

87

17 1 m² Providing 20mm pre-mixed chipping carpet

over existing black topped surface with

departmental broken stone after cleaning the

base and applying a priming coat of 5.00Kg

of bitumen per 10m² and spreading the hot

pre-mix (formed of 0.27m³ of departmental

12mm metal and 12.96Kg of bitumen per

10m²) rolling to dense surface, then

spreading the seal coat (comprising of a hot

premix of 0.09m³ of 6mm departmental

metal and 8.64Kg of bitumenper 10m²) again

rolling including the cost of bitumen, oil and

fuel, hire of bass brooms, camber board,

roller and other machineries, watching,

lighting and other charges, etc. complete.

(Total usage of bitumen is 26.60Kg per

10m²)

Daily out-turn of roller 840m²














% HA

% OH

% CP

Total /m2

18 1 m² Providing heavy seal coat using 6mm

departmental broken stone @ 0.09m³/10m²

with hot bitumen @ 8.64Kg/10m² including

hire charges for power roller, spreading, etc

complete.



0.340 Kg Cost of fire wood 1 MT




% HA

% OH

% CP

Total /m2

19 1 m2 Trimming, dressing and sectioning the road

berms including labour charges, etc.

complete as per the direction of departmental

officers.

88

0.02 No. Man 1 Each

% HA

% OH

% CP

Total /m2

20 1 No Supplying and fixing guard stones 20x20x90

cms size of pre-cast reinforced cement

concrete M15 using 20mm graded

aggregates, fixed in base concrete

45x45x45cms size of M10 using 40mm

graded aggregates, laying to lines and levels

at all elevations, consolidating, curing and

painting with two coats of emulsion paint in

alternate bands of black and white colour

over a coat of priming coat including cost of

all materials and labour charges etc.

complete.




as a separate item.

30 Kg Cement 1 MT


3

0.08 m3


0.03 m3



0.12 No Man 1 Each

0.24 No Woman 1 Each

0.44 m2 Form work 1 m

2

0.52 m2 Painting 1 m

2

5 % Provision for excavation, cost of water,

conveyance of post, etc. @ 5% of above

% HA

% OH

% CP

Total /Each

89

Sl.


1 1 m3 Driving the tunnel in rock as per approved

cross sections to lines and levels including

all the required operations like drilling,

blasting using modern explosives, mucking,

scaling, etc. and removing and depositng the

excavated materials(muck) at designated

places including all leads and lifts, cost of

all materials, machinery, fuel, labour,

lighting, ventilation, water supply,

compressed air, dewatering, etc. complete as

per specifications and as directed by the


Note:

1 .This data may be used

for up to 4 m (Excavated

diameter) .

2 . Above 4m dia

(excavated diameter),

less 10% of rate of

driving Tunnel.

3 . A lead of 1 km is

considered. Add

0.06hour, for every

additional km lead, of

Tipper use rate per m3

.

4 . Cost of cement may be

included in the item or


as a separate item.

Excavated diameter of Tunnel m

Cross sectional Area0.00 m

2

Average pull (if not specified, take as 1.2m) 1.20 m

CHAPTER XV

TUNNEL AND SURGE

A. TUNNEL WORKS

Quantity Unit

90

Average pull (if not specified, take as 1.2m) 1.20 m

Excavated quantity per cycle m3

Average depth of holes to be drilled 1.50 m

Number of holes including dummy (if not

specified, take 5.77 Nos per sq:m)

No.

Total depth of drilling m

Average output of Jack hammer per hour 7.50 m

Number of hours required hrs

1.Material charges

m Drill bit 1 Each life 150 m

5 % Extra for sharpening @ 5% of above

Kg Gelatine (0.45 kg per hole)25 Kg

0 Nos Delay detonators ( 85% number of holes) 1 No.

10 % Other petty consumables, wires, etc. @ 10%

of above two items

10 % Provision for pipe lines for air and water,

electric lines, fixtures, scaffoldings, wire

ropes, safety items, conveyance charges, etc.

@ 10% of above items

Total

Total Material charges per m3

2.Labour charges for 10 m3 ( D - Shape )

Note: For other shapes,

add 10% of extra labour


0.77 No. Supervisor 1 Each

0.77 No. Fitter1 Each

90

0.77 No. Blaster 1 Each

0.77 No. Electrician 1 Each


3.08 No. Helper for cleaning holes, scaling, etc. 1 Each

40 % Difficult work allowance

% Hill allowance

Total


3.Machinery charges per m3

( D - Shape )

hr Jack Hammer 1 hr

0.32 hr Loader - 0. 5 cum 1 hr

0.64 hr Tipper 1 hr

0.91 hr Ventilation blower 1 hr

Total


4.Shop charges per m3

5 % Machine shop, Structural shop, Steel metal

shop, Air and water pipe shop, Carpentary

shop etc. @ 10% of machinery charges

Total shop charges per m3

5.Maintenance charges per m3

Note: For other shapes,

add 10 % extra

machinery charges

91

5.Maintenance charges per m

0.125 No. Man for maintenance of electrical line, water

line, air line, etc.

1 Each

40 % Difficult work allowance of labour

% Hill allowance

Total Maintenance charges per m3

Total 1 to 5 (A)

6.Electric and Water charges

5 % Electric, Water and Dewatering charges @

5% of (A)

7.Spare Charges

5 % Jack hammer, ventilation blower, water line,

air line, cables, bulbs, pumps etc. @ 5% of

(A)

8.Uninterrupted Power Supply Charges

3 % Maintenance of diesel generator, acessories,

etc. @ 3% of (A)

9.Insurance Charges

2 % Machines, equipments, labour, etc @ 2% of

(A)

10.Maintenance of haul roads

3 % Haul roads @ 3% of (A)

% OH

% CP

Total

Rate per 1m3 of driving tunnel /m

3

91

2 1 m3 Driving the tunnel as per approved cross

sections to lines and levels in weak rock

strata including all the required operations

like drilling, blasting using modern

explosives, mucking, scaling, etc. and

removing and depositng the excavated

materials(muck) at designated places

including all leads and lifts, cost of all

materials, machinery, fuel, labour, lighting,

ventilation, water supply, compressed air,

dewatering, etc. complete as per

specifications and as directed by the


Rate per 1m3 of driving tunnel

20 % Add 20% of the above

Total /m3

3 1 m3 Mucking loose and jointed rock fallen due to

weak nature of rock in tunnel and depositing

the muck at designated areas including all

leads and lifts, machinery, fuel, labour,

lighting, ventilation, dewatering, etc.

complete as per the direction of departmental

officers.

92


0.20 No. Man for scaling, etc. 1 Each

0.10 hr. Loader ( 0.5 m3) for loading 1 hr.

0.20 hr. Dumper for conveyance (UR) 1 hr.

5 % Shop, maintenance, electric, water, spare

charges, etc. @ 5% of above items

% HA

% OH

% CP

Total /m3

4 1 m3 Cement concrete (M20MSA40) for lining of

tunnel invert portion including cost of all

materials, form work, labour, conveying,

laying, vibrating , curing etc, complete

Invert may be considered

as: 1 . For D-shape -

level upto which circular

portion starts. 2 . For

circular shape - bottom

half

1.Materials and Labour charges

1 m3 Cost of CCM20 MSA40 1 m

3 Concrete mix may be

suitably taken

0.35 No. Extra man due to inefficiency in conveying

concrete

1 Each

0.1 No. Extra mason due to inefficiency in placing

concrete

1 Each


% HA on

0.3 hr Ventilation blower 1 Hr

Total

Total material and labour charges per m3

(A)

92

2.Extra lead

5 % Extra lead (up to 1 km) @ 5% of (A)

3.Form work

10 % Formwork, scaffolding etc @ 10% of (A)



5% of (A)

5.Spare Charges, maintanance etc

3 % water line, air line, cables, bulbs, pumps etc.

@ 3% of (A)



etc. @3% of (A)

% OH

% CP

Total

Rate per 1m3 of lining /m

3


tunnel overt portion including cost of all

materials, form work, labour, conveying,

laying, vibrating , curing etc, complete.

1.Materials and Labour charges

1 m3 Cost of CCM20 MSA40

1 m3

Concrete mix may be

suitably taken

0.35 No. Extra man due to inefficiency in conveying 1 Each

Note: Add 5% for every

additional km.

93


concrete

1 Each


% HA on

4.50 m2 Steel Form work 1 m

2

50 % Add Extra for designed shape (50 % of

above Item)


Total

Total material and labour charges per m3

(A)

2.Extra lead

5 % Extra lead (up to 1 km) @ 5% of (A)

3.Extra for form work, scaffolding etc

5 % Moving rail platform formwork, scaffolding

etc @ 5% of (A)

4.Extra for placing

5 % Extra fror placing etc @ 5% of (A)



5% of (A)

6.Spare Charges, maintanance etc

3 % water line, air line, cables, bulbs, pumps etc.

@ 3% of (A)



etc. @ 3% of (A)

% OH

% CP

Total

Rate per 1m3

of lining /m3

Note: Add 5% for every

additional km.

Note: Form work for

tunnel lining of more

than 4m finished

diameter, add 20% extra

of the normal rate

93

6 1 m3 Driving of pilot shaft in rock of approved

cross section to lines and levels including all

the required operations using modern

explosives and machine drilling, lighting,

ventilation, water supply, dewatering,

compressed air etc and depositing the

excavated material(muck) in the dumpyard

or at designated places including all leads

and lifts, cost of all materials, machinery,

fuel and labour etc complete.

Note:A lead of 1 km is

considered. Add

0.06hour, for every


dumper/tipper use rate

per m3

Diameter of Pilot shaft m

Driven Area m2

Average pull 0.90 m

Excavated quantity per cycle m3


Number of holes (pattern - 0.40 sq:m) No



Number of hr required hr

1.Material charges

m Drill bit 1 Each life 150 m


Kg Gelatine (0.45 kg per hole) 25 Kg

B. SURGESHAFT

94


No Delay detonators 1 No.

10 % Other petty consumables, wires, etc. @ 10 %

of above two items



ropes,safety items, conveyance charges, etc.

@ 10 % of above items

Total


2.Labour charges for 10 m3









% Hill allowance

Total

Total Labour charges per m3


hr Jack Hammer 1 hr

0.32 hr Loader - 0. 5 m3 1 hr

0.64 hr Tipper 1 hr

0.50 hr Crane 1 hr


Total

Total Machinery charges per m3

94







0.125 No Man for maintenance of electrical line, water

line, air line, etc.

1 Each


% Hill allowance


Total 1 to 5 (A)



5% of (A)

7.Spare Charges



(A)



etc. @ 3% of (A)

9.Insurance Charges


95


(A)



% OH

% CP

Total

Rate per 1m3 of pilot driving /m

3

7 1 m3 Driving the surge shaft in rock to full section

as per approved cross section to lines and

levels including all the required operations

using modern explosives and machine

drilling, lighting, ventilation, water supply,

dewatering, compressed air etc and

depositing the excavated material(muck) in

the dumpyard or at designated places

including all leads and lifts, cost of all

materials, machinery, fuel and labour etc

complete.

Note:A lead of 1 km is

considered. Add

0.06hour, for every


dumper/tipper use rate

per m3

Excavated Diameter of surge m

Driven Area m2

Diameter of pilot shaft m

Area of slashing

Average pull 1.20 m

Excavated quantity m3


Number of holes (pattern - 0.40 m2) No



Number of hours required hr

95

1.Material charges

m Drill bit 1 Each



Nos. Delay detonators 1 No.

10 % Other petty consumables, wires, etc. @10%

of above two items



ropes, safety items, conveyance charges, etc.

10% of above items

Total


2.Labour charges for 10 m3









96


% Hill allowance

Total

Total Labour charges per m3


hr Jack Hammer 1 hr

0.32 hr Loader - 0. 5 cum 1 hr

0.64 hr Tipper 1 hr

0.50 hr Crane 1 hr


Total

Total Machinery charges per m3







0.125 No Men for maintenance of electrical line,

water line, air line, etc.

1 Each


% Hill allowance


Total 1 to 5 (A)



5% of (A)

96

7.Spare Charges



(A)



etc. @ 3% of (A)

9.Insurance Charges


(A)



% OH

% CP

Total

Rate per 1m3 of slashing to full section of

shaft /m3


surge shaft including cost of all materials,

form work, labour, conveying, laying,

vibrating, curing etc, complete

Where ever rock is not

available or at upsurge

area, add 15% extra

1 m3 Cost of CC M25 MSA20

1 m3

Concrete mix may be

suitably taken


concrete

1 Each

97

concrete

0.1 No. Extra mason due to inefficiency in placing

concrete

1 Each

40 % Difficult work allowance for labour

3.50 m2 Steel Form work 1 m

2

40 % Extra for circular formwork

0.5 hr Crane 1 hr

2 % Provision for electric and water charges,

platform etc. @ 2% of cost of concrete

% HA

% OH

% CP

Total

Rate per 1m3 of lining /m

3

9 1 m3 Cement concrete (M20MSA20) for the floor

of surge shaft including cost of all materials,

labour, conveying, laying, vibrating , curing

etc, complete

1 m3 Cost of CC M20 MSA20

1 m3

Concrete mix may be

suitably taken


and placing of concrete 1 Each


0.5 hr Crane 1 hr

2 % Provision for electric and water charges,

platform etc. @ 2% of cost of concrete

% HA

% OH

% CP

Total

Rate per 1m3

/m3

97

10 1 m3 Driving the tunnel for laying horizontal

pressure pipe in rock as per approved cross

sections to lines and levels including all the

required operations like drilling, blasting

using modern explosives, mucking, scaling,

etc. and removing and depositng the








Note:


for up to 2.50 m

(Excavated diameter).

2 . Above 2.50m dia


less 15% of rate of

driving the Tunnel for

pressure pipe.


considered. Add

0.06hour, for every



.


Add 25% of above

Rate per 1m3 of driving tunnel for

pressure pipe /m3

11 1 m3 Driving the tunnel for laying inclined

pressure pipe in rock as per approved cross

sections to lines and levels including all the

required operations like drilling, blasting


Note:


for up to 2.50 m

(Excavated diameter).

2 . Above 2.50m dia


C. PRESSURE SHAFT

98


etc. and removing and depositng the









less 15% of rate of

driving the Tunnel for

pressure pipe.


considered. Add

0.06hour, for every



.


Add 90% of above

Rate per 1m3 of driving tunnel for

pressure pipe /m3

98

Sl. Description of item Rate Amount Remarks

1 m2 Ultrasonic inspection of steel plate (ASTM A

285 Grade C or its equivalent IS) at place of

delivery/ fabrication, prior to fabrication of

plates including all expenses for testing

arrangements, labour charges etc. complete

as per specifications, approved drawings and

as directed by departmental officers.

0.025 No. Technician 1 Each


3 min Hire charges of 3T crane 1 hr.

Hire charges of ultrasonic machine @ 70%

of above

% HA

% OH

% CP Total / m

2

1 MT Design, Supply and Fabrication of penstock

pipes at erection site using steel plates

conforming to ASTM A 285 Grade C/or its

equivalent IS specifications, including cost

of steel, electrodes, welding flux and

accessories, carrying out stress relieving and

all tests other than those for which separate

items are included, shot/sand blasting and

protective coating for inside two coats of

Zinc rich primer and two coats of coal tar

epoxy paint, for outside one coat of zinc rich

primer followed by cement wash having a

composition of cement, water and pottassium

dichromate in 20:8:1 ratio first coat at

workshop, insurance charges, all labour

charges, transportation charges etc. complete



A. Cost of Steel

1.01 MT Cost of steel plates 1 MT

B. Design Charges

Design charges @ 1% of cost of steel

C. Fabrication Charges

a.Cutting and Edge preparation

1.40 m3 Oxygen 1 m

3

0.40 Kg LPG 1 Kg


0.75 No. Gas Cutter/Blacksmith 1 Each

0.10 No. Supervisor/Skill Asst.(ITI) 1 Each


0.70 No. Man 1 Each

5 % Gas cutting nozzle, hose, glouse, punch etc.

@ 5% of total (a) above

CHAPTER XVI

PENSTOCK

1

2

Quantity Unit

99

b.Conveying,lifting,placing etc.

2.00 hrs. Mobile crane (UR) 1 hr.

c.Bending and rolling of sheet

2.50 hrs. Bending machine (UR) 1 hr.

d.Welding of Rolled sheet

205 Nos Welding rods (8G) 100 No.

6.80 hrs. Welding set (UR) 1 hr.

1 % Cotton etc. @ 1% of above total (d)

e. Grinding of cutting plate

2.00 hrs. Grinding machine (UR) 1 hr.

8 Nos Grinding stone 1 Each

D. Shot/Sand blasting

1.00 hr. Shot blasting machine (UR) 1 hr.

10 % Aggregates for shot blasting @ 10% of

above

E. Painting

3.10 litres. Zinc rich primer 1 litres.

1.70 litres. Coal tar epoxy paint 1 litres.

1 % Potassium dichromate @ 1% of total cost of

above

3.70 kg Cement 1 MT


% HA

% OH

% CP

Total /MT

3 1 MT Design, Supply and Fabrication of flanges,

bends, expanders, reducers, Y piece etc by

using steel plates conforming to ASTM A

285 Grade C/or its equivalent IS

specifications, including cost of steel,

electrodes, welding flux and accessories,

carrying out stress relieving and all tests

other than those for which separate items are

included, sand blasting and protective

coating for inside two coats of Zinc rich

primer and two coats of coal tar epoxy paint,

for outside one coat of zinc rich primer

followed by cement wash having a


dichromate in 20:8:1 ratio first coat at

workshop, insurance charges, all labour

charges, transportation charges etc. complete



A. Cost of Steel

1.03 MT Cost of steel plates 1 MT

B. Design Charges


100


Fabrication charges @ 120% of Fabrication

charges of penstock pipe vide item (2)

D. Shot/Sand blasting

1.00 hr. Sandblasting machine (UR) 1 hr.

Aggregates for shot blasting @ 10% of

above

E. Painting

3.10 litres. Zinc rich primer 1 litres.


1.00 % Potassium dichromate @ 1% of total cost of

above

3.70 Kg Cement 1 MT


% HA

% OH

% CP

Total /MT

4a. 1 m Radiographic inspection of shop weld carried

out at fabrication site/ factory as per

specifications including all expences for

testing arrangements and labour charges etc.

complete as directed by the departmental

officers.

2 hrs Hire charges of Radiographic testing

machine including licence charges1

hrUR (1m tesing -2hrs.)

0.025 m2 Cost of film (MR) 1 m

2

3 % Provision for ladder, crane etc. @ 3% of

above

% OH

% CP

Total /m

4b. 1 m Radiographic inspection of field weld as per

specification including all expences for

testing arrangements and labour charges etc.

complete as directed by the departmental

officers.

2 hr Hire charges of Radiographic testing

machine including licence charges1

mUR (1m tesing -2hrs.)

0.025 m2 Cost of film (MR) 1 m

2

10 % Provision for ladder, crane etc. @ 10% of

above

% OH

% CP

Total

Say Rs. /m

101

1 MT Erection and installation of pipes, flanges,

bends, Y-piece, expanders, reducers etc.

including conveyance to the haulage position

over the substructure anchors, placing in

position, assembling, welding, followed by

second coat of cement wash having a


dichromate in 20:8:1 ratio, etc. complete as

per specifications and approved drawings

including all labour charges, transportation

charges, equipments, final protective coating,

insurance charges etc. complete as directed

by the departmental officers.

a.Conveyance charges

0.25 hr. Mobile crane (UR) 1 hr.

0.25 hr. Tipper (UR) 1 hr.

0.05 No. Khalasis 1 Each

0.01 No. Supervisor(ITI) 1 Each


Packing and testing materials @ 10% of

above

b.Lifting, positioning and aligning

6.00 hrs. Mobile crane (UR) 1 hr.

Winch and trolly (75% of Mobile crane)



0.33 No. Rigger 1 Each



Jacky, wooden blocks, steel sections, etc. @

10% of above

c.Welding (circumferencial )

385 No. Welding rods (8G) 100 No.

12.8 hr Welding set (UR) 1 hr

Cotton etc. @ 1% of above

d.Grinding

7.00 hr Grinding machine (UR) 1 hr

15.00 No. Grinding stone (MR) 1 No.

Gloves, Cotton etc. @ 1% of above

e.Painting

3.00 kg Cement 1 MT

Potassium dichromate @ 10% of cost of

cement


% HA

% OH

% CP

Total /MT

5

102

1 MT Design, Supply, Fabrication and Erection of

rocker supports to the penstock using various

size steel sections etc., straightening, cutting

fabricating and hoisting including applying

one coat of iron primer and painting with

coaltar epoxy paint 2 coats, etc. complete. as

per drawing and as directed by the


A. Cost of Steel

1.05 MT Cost of steel sections 1 MT 0.00

B. Design Charges


C. Fabrication and Erection Charges

a.Cutting

0.98 m3 Oxygen 1 m

3

0.28 Kg LPG (MR) 1 Kg


0.53 No. Gas Cutter/Blacksmith 1 Each



0.49 No. Man 1 Each

Gas cutting nozzle, hose, glouse, punch etc.

b.Conveying, lifting, placing etc.

1.40 hr Hire charges of Mobile crane (UR) 1 hr.

c.Welding

144 Nos Welding rods (8G) 100 No

4.80 hrs. Welding set 1 hr.


d. Grinding

1.40 hr Grinding machine (UR) 1 hr.

6 No Grinding stone (MR) 1 Each

D. Painting

0.70 litres. Iron primer 1 litres.


1.50 Nos Painter 1 Each

% HA

% OH

% CP

Total /MT

6

103

Sl.

No. Description of items Rate Amount Remarks

1 1 MT Design, Supply, Fabrication and Erection of

Gate using various size steel sections etc.,

straightening, cutting, fabricating and

hoisting including applying one coat of iron

primer and painting with epoxyl paint 2

coats, etc. complete as per drawings and as

directed by the departmental officers.

A. Cost of Steel

1.01 MT Cost of steel 1 MT

B. Design Charges1 % Design charges @ 1% of cost of steel

C. Fabrication Chargesa.Cutting

2.80 m3 Oxygen 1 m

3

0.80 Kg LPG (MR) 1 Kg


15.00 No Turner I 1 Each



3.70 No Man 1 Each

Gas cutting nozzle, hose, glouse, punch etc.

@ 5% of total above (a)

hr b.Conveying,lifting,placing etc.


c.Welding 75 No. Welding rods (8G) 100 No.

7.00 hr. Welding set (UR) 1 hr.


d. Grinding 1.50 hr. Grinding machine (UR) 1 hr.

3 No Grinding stone 1 Each

e. Painting1.20 litre. Iron primer 1 litre.

1.80 litre. Coal tar epoxy paint 1 litre.


D.Erection chargesa.Conveyance charges


1.00 hr. Tipper 1 hr.




Packing and testing materials @ 10% of total

above (a)

b.Lifting, aligning and positioning





2.00 No. Man 1 Each


10% of total above (b)

% HA

Quantity Unit

CHAPTER XVII

GATES AND TRASH RACK

104

% OH % CP

Total /MT

2 1.00 MT Design, Supply, Fabrication and Erection of

Trashrack using various size steel sections

etc., straightening, cutting, fabricating and

hoisting including applying one coat of iron

primer and painting with epoxy paint 2 coats,

etc. complete as per drawings and as directed

by the departmental officers.

A. Cost of Steel

1.05 MT Cost of steel sections 1 MT

B. Design Charges

1 % Design charges @ 1% of cost of steel


a. Cutting,Welding, etc.

1000 No Welding rods 100 No


12.00 No Heavy load mazdoor / Khalasi 1 Each


4 % Current charges , grinding stone,and sundries

4% of (a)

b. Painting

1.20 litre. Iron primer 1 litre.

1.80 litre. Coal tar Apoxy paint 1 litre.


D.Erection charges

a.Conveyance charges

4.00 hr. Mobile crane 1 hr.

1.00 hr. Tipper 1 hr.




Packing and testing materials @ 10% of total

above (a)

b.Lifting,aligning and positioning

2.67 hr. Mobile crane 1 hr.




2.00 No. Man 1 Each


10% of total above (b)

% HA

% OH

% CP

Total /MT

105

Sl.


1 1 Kg Furnishing and placing Copper sealing strips

in joints and at other locations as per

drawings and specifications including cost

of GI strips, conveyance, labour, etc.

complete.

1 Kg Copper sealing strips 1 Kg



5 % Provision for tools, conveyance etc. @ 5 %

of above

% HA

% OH

% CP

Total /Kg

2 1 Kg Furnishing and placing GI strips in joints and

at other locations as per drawings and

specifications including cost of GI strips,

labour, etc. complete.

1 Kg GI strips 1 Qtl




of above

% HA

% OH

% CP

Total /Kg

3 1 m2 Providing and filling the expansion joints

with bitumen pad (25 mm) as per drawings

and specifications and as directed by

departmental officers including cost of all

materials, labour, etc. complete.

1 m2 Cost of bitumen pad 1 m2



of above

% HA

% OH

% CP

Total /m2

`

CHAPTER XVIII

MISCELLANEOUS WORKS

Quantity Unit

106

4 1 No Providing and fixing elastomeric bearing pad

………...mm or nearest size over the bed

block as per drawings and specifications and

as directed by departmental officers

including cost of all materials, labour etc.

complete.

1 No Cost of bearing pad (MR) 1 Each


of above

% HA

% OH

% CP

Total /Each

5 1 m Furnishing and placing PVC water stops

conforming to IS specifications in joints and

at other locations as per drawings and

specifications and as directed by

departmental officers including cost of all

materials, labour, etc. complete.

1 m Cost of PVC water stops (MR) 1 m


of above

0.05 No. Carpenter for fixing 1 Each

0.05 No. Man for assisting 1 Each

% HA

% OH

% CP

Total /m

6 1 m2 Supplying and laying Tar paper/ HDPE

sheet as per drawings and specifications and


including cost of all materials, labour, etc.

complete.

1 m2 Cost of HDPE Sheet (MR) 1 m2

5 % Provision for conveyance, laying etc. @ 5%

of above

% HA

% OH

% CP

Total /m2

7 1 m3 Providing course gravel cushion with 20 to

40mm graded aggregates laying to lines and

levels as per drawings and specifications and



charges, etc. complete

0.80 m3 40mm coarse aggregates 1 m3

0.20 m3 20mm coarse aggregates 1 m3

1 No. Man for laying to lines and levels 1 Each

% HA

% OH

% CP

Total /m3

107

8 1 m3 Providing course gravel cushion with 5 to

20mm graded aggregates laying to lines and





0.40 m3 20mm coarse aggregate 1 m3



1 No. Man for laying to lines and levels 1 Each

% HA

% OH

% CP

Total /m3

9 1 m³ Providing aggregate cushion using fine

aggregate/coarse sand , laying to lines and





1 m³ Fine aggregate/ Course sand 1 m³

0.75 No. Man for laying to lines and level 1 Each

% HA

% OH

% CP

Total /m3

10 1 m³ Supplying and spreading 40 mm broken

stone for required thickness, laying to lines

and levels as per drawings and specifications

and as directed by departmental officers



1 m³ Cost of 40 mm broken stone 1 m³

1 No. Man for laying to lines and level 1 Each

% HA

% OH

% CP

Total /m3

11 1 m³ Supplying and spreading 20 mm broken

stone for required thickness, laying to lines

and levels as per drawings and specifications

and as directed by departmental officers



1 m³ 20mm aggregate at site 1 m3

1 No. Man for laying to lines and level 1 Each

% HA

% OH

% CP

Total /m3

108

12 1 m³ Supplying and spreading sand for required

thickness, laying to lines and levels as per

drawings and specifications and as directed

by departmental officers including cost of all

materials, labour charges, etc. complete

1 m³ Sand 1 m³

0.75 No. Man for laying to lines and level 1 Each

% HA

% OH

% CP

Total /m3

13 1 Kg Supplying and fixing MS pipe of required

diameter and thickness, laying to lines and





1 Kg Cost of steel pipe 1 Qtl


0.03 No Man 1 Each


10 % Provision for welding set, rods etc. @ 10 %

of cost of above all

% HA

% OH

% CP

Total /Kg

14 1 No. Supplying and fixing best quality sluice

valve of approved diameter and make for

connecting with the pipe including cost of

valve, flanges, packings, transportation

charges, installation and painting charges,

etc. complete.

1 No. Cost of Valve (MR) 1 Each

10 % Cost of flanges, packings, transportation

charges, installation and painting charges, etc

@ 10 % of above

% HA

% OH

% CP

Total /Each

15 1 m Supplying and fixing hand rails / ladder with

GI pipes of ……mm including cost of all

materials, labour, fabrication charges,

applying one coat primer coat , etc.

1.05 m Cost of GI Pipe 1 m


0.02 No Man 1 Each


109

10 % Provision for specials, welding, and cost of

priming coat etc @ 10% of above

% HA

% OH

% CP

Total /m

16 1 Kg Supplying and fixing MS Grills / gates

including cost of all materials, labour,

fabrication charges, applying one coat

primer, etc. complete.

1.05 Kg Cost of Ms Square/round , etc 1 Qtl


0.02 No Man 1 Each


10 % Provision for welding, and cost of priming

coat etc @ 10% of above

% HA

% OH

% CP

Total /Kg

17 1 Kg Fabricating, supplying and installing

miscellaneous metal works for various works

or any other steel item specified in drawing

such as hatch cover, frames, gratings,

chequered plates, rails, embedded parts,

angle post of chain link fencing, etc. at all

elevations including cost of all materials,

fabrication, welding and fixing charges,

applying one coat primer, etc. complete.

1.05 Kg MS angles, flat, plates, channel, etc. 1 Qtl

0.01 No. Blacksmith 1 Each

0.01 No. Welder 1 Each

0.02 No. Man 1 Each

10 % Provision for welding, and cost of priming

coat etc @ 10% of above

% HA

% OH

% CP

Total /Kg

18 1 m Supplying and laying PVC perforated pipe

including cost of all materials, labour, etc.

complete.

1 m PVC pipe 1 m

10 % Provision for making perforations, solvent

cement, labour charges and other sundries @

10% of above.

0 % OH

0 % CP

Total /m

110

19 1 m Supplying and laying PVC pipe (other than

for water supply / sanitary works) including

cost of all materials, conveyance, labour, etc.

1 m Cost of PVC pipe 1 m

5 % Solvent cement, labour charges etc @5% of

above.

% OH

% CP

Total /m

20 1 No Supplying and fixing PVC specials (other

than for water supply / sanitary works) such

as Tee ,Elbow, Bend, Coupling etc including

cost of all materials, conveyance, labour, etc.

1 No Cost of PVC special 1 Each

5 % Solvent cement, labour charges etc @5% of

above.

% OH

% CP

Total /Each

21 1 m Supplying and fixing PVC rain water gutter

of suitable size including necessary fittings

such as clamps, screws, end stopper etc.


charges, scaffolding etc.

1 m 150 mm dia PVC rain water gutter 1 m

10 % Provision for drill, bends, end stoppers,

clamps, screws, scaffolding and other

sundries @ 10% of above.

0.1 No. Plumber 1 Each

0.1 No. Man 1 Each

% HA

% OH

% CP

Total /m

22 1 m Supplying and fixing PVC down water pipe

of suitable dia including necessary fittings

such as, bends, elbows, reducers, clamps,

screws etc., fixing the pipe to the wall ,

cutting masonry/concrete wherever

necessary, scaffolding etc. complete.

1 m Cost of PVC pipe 1 m

10 % Provision for elbow, bends, clamps, screws,

scaffolding and other sundries etc @ 10% of

above.0.07 No. Plumber 1 Each

0.07 No. Man 1 Each

% HA

% OH

% CP

Total /m

111

23 1 m2 Chemical treatment to the wall and slab

wherever necessary with water proofing

slurry applied with brush in 3 coats

consisting of polymer modified pulversied

material based powder and acrylic based

polymer bonding agent working on the

principles of water proofing by crystalline

penetration or equivalent treatment as per

specifications for the purpose including

surface cleaning to remove the deposits of oil

and grease, cost of materials, labour charges,

curing, scaffolding, etc. complete.

Note: Item may be

suitably modified

acording to the

availability of materials

in the market.

3 Kg Dichtament Ds or equivalent (MR) 1 Kg

0.18 Kg Nafufill or equivalent (MR) 1 Kg

0.1 No Man 1 Each


5 % Provision for conveyance of materials,

scaffolding and other sundries @ 5% of

above.

% HA

% OH

% CP

Total /m2

24 1 m2 Supplying and fixing mechanically operated

rolling shutters of approved make, made of

80 x 1.25 mm laths interlocked together

through their entire length and jointed

together at the end by the end locks mounted

on specially designed pipe shaft with

brackets, side guides and arrangements for

inside and outside locking with push and pull

operation and painted with two coats of

synthetic enamel paint over a coats of iron

primer including cost of all materials, labour

charges etc.complete

1 m2 Cost of rolling shutter 1 m2


0.3 No. Man 1 Each


2.28 m2 Painting with two coats of synthetic enamel

paint over two coats of iron primer

1 m2

% HA

% OH

% CP

Total /m2

112

25 1 m2 Supplying and fixing electrically operated

(with reversible switch and accessories)

rolling shutters of approved make, made of

80 x 1.25 mm laths interlocked together

through their entire length and jointed

together at the end by the end locks mounted

on specially designed pipe shaft with

brackets, side guides and arrangements for

inside and outside locking with push and pull

operation and painted with two coats of

synthetic enamel paint over a coats of iron

primer including cost of all materials, labour

charges etc.complete

1 m2 Cost of rolling shutter 1 m2


0.3 No. Man 1 Each



paint over two coats of iron primer

1 m2

1 No. Electric motor and accessories (MR) 20 m2 Shutter size of

4.00x5.00m is assumed.

0.025 No. Mechanic Gr.I 1 Each


5 % for conveyance, lead wire, fixing foundation

bolt, etc. @ 10% of above three items

% HA

% OH

% CP

Total /m2

26 1 m Supplying and fixing rolling shutter cover

of approved make and painted with two coat

of synthetic enamel paint over a coats of

iron primer including cost and conveyance of

all materials, labour charges etc.complete.

1 m Rolling shutter cover 1 m2


0.15 No. Man 1 Each



paint over a coat of iron primer

1 m2

% HA

% OH

% CP

Total /m

113

27 1 litre Supplying and placing in position PVC

water storage tank of approved make

including all fittings, etc. complete.

1 litre cost 1 lit water tank 1 litre

5 % Fitting charges and sundries etc. @5% above

0 % OH

0 % CP

Total /litre

114

Sl.


1 1 Km Assisting departmental Officers for

conducting Reconnaissance survey through

easy terrain including clearing light jungle,

cutting earth for making steps wherever

necessary etc, complete.

An additional provision

of 0.5 Ordinary Mazdoor

to be provided in areas of

thick and thorny jungle

2 No. Man Mazdoor 1 Each

10 % Sundries such as rope, knife, axe, spade, etc.

% HA

% CP

Total /Km


conducting Reconnaissance survey through

steep and difficult terrain including clearing

light jungle, cutting earth for making steps

wherever necessary, etc. complete.







% HA

% CP

Total /Km

3 1 Km Assisting departmental Officers for survey

works for fixing the preliminary alignment of

roads etc. including clearing light jungle,


necessary, etc. complete.







% HA

% CP

Total /Km


conducting compass survey for fixing the

bearings of the alignment for preparing

survey drawings, including clearing light

jungle, cutting earth for making steps








% HA

% CP

Total /Km

Quantity Unit

CHAPTER XIX

INVESTIGATION WORKS

115

5 1 Ha Assisting departmental Officers for

conducting contour survey using Theodolite/

Total Station for preparing survey drawings,

through easy terrain including clearing light




of one Ordinary Mazdoor





% HA

% CP

Total /Ha


conducting contour survey using Theodolite/

Total Station for preparing survey

drawings, through steep and difficult terrain

including clearing light jungle, cutting earth

for making steps wherever necessary, etc.

complete.







% HA

% CP

Total /Ha


conducting detailed site survey for colony

roads, buildings, etc. using Theodolite/

Total Station including clearing jungle


1.5 No. Man Mazdoor 1 Each


% HA

% CP

Total /Ha

8 1 Set Writing Bench mark details like B.M. value,

B.M No. and the letter KSEB on concrete,

rock and other surfaces after cleaning etc.,

with synthetic enamel paint two coats as

directed by departmental officers.


10 % Sundries such as cost of paint, brush, cotton,

etc.

% HA

% CP

Total /Set

116

9 1 Set Establishing permanent Bench mark on solid

rock by engraving B.M. value, B.M No. and

the letter KSEB after chipping and leveling

the surface for an area 30 cms x 30 cms etc.

complete.

0.75 No. Stone Cutter 1 Each

5 % Sundries such as chisel, hammer etc.

% HA

% CP

Total /Set

10 1 No. Establishing cement concrete block of size

45cm x 45cm x 90cm with CC 1:3:6 using

40mm aggregates and having one number

16mm dia M.S rod, 20 cm long at centre and

the block 45 cm above ground level and the

rod projecting 3 mm above top level of the

block including excavation, marking Bench

Mark details, cost of materials, labour

charges etc. complete as directed by the


0.17 m3 40mm broken stone 1 m

3

0.09 m3 Sand 1 m

3

42 Kg Cement 1 MT




15 % Provision for digging pit, formwork, cost of

M.S rod, collecting water, marking B.M

details, etc. @ 15% above total

% HA

% CP

Total /Each


connecting fly levels using levelling

instrument/ Total Station from Bench marks

for establishing permanent or temporary

Bench marks, including daily closing and

other checking of levels through easy terrain



complete.






0.5 No Man Mazdoor 1 Each


% HA

% CP

Total /Km

117


connecting fly levels using levelling




other checking of levels found necessary,

through steep and difficult terrain including

clearing light jungle, cutting earth for making

steps wherever necessary, etc. complete.





3 No. Special Mazdoor 1 Each

1 No Man Mazdoor 1 Each


% HA

% CP

Total /Km


connecting double fly levels using levelling




other checking of levels through easy terrain



complete.








% HA

% CP

Total /Km


connecting double fly levels using levelling




other checking of levels found necessary,











% HA

% CP

Total /Km

118


conducting traverse survey using

Theodolite/ Total Station for locating project

control points, plot locations, measurements

of land, preparation of site plan etc, through











% HA

% CP

Total /Ha


conducting traverse survey using

Theodolite/ Total Station for plot locations,

measurements of land, preparation of site

plan etc, through steep and difficult terrain



complete.








% HA

% CP

Total /Ha

17 1 No. Establishing precast survey blocks /

boundary stones / center line blocks etc., of

size 15x15x60cms or nearest size including

excavation upto 45 cms, marking details with

paint, cost of block/stone,conveyance and

labour charges etc. complete as directed by

the departmental officers.

1 No. Block/stone 1 Each MR


10 % Provision for conveyance, marking details,

etc.

15 % HA

10 % CP

Total /Each

18 1 Km Assisting departmental Officers for taking

profile along the tunnel/penstock alignment

using levelling instrument/ Total Station

through easy terrain including clearing light







119




% HA

% CP

Total /Km


profile along the tunnel/penstock alignment

using levelling instrument/ Total Station











% HA

% CP

Total /Km


longitudinal section (L.S) along road, land

etc., using levelling instrument/ Total

Station at suitable intervals and covering all

requisite points through easy terrain



complete.








% HA

% CP

Total /Km


longitudinal section (L.S) along road, land

etc. using levelling instrument/ Total Station

at suitable intervals and covering all requisite

points through steep and difficult terrain

including clearing light jungle,cutting earth


complete.








% HA

% CP

Total /Km

120


longitudinal section (L.S) of river and other

streams using levelling instrument/ Total


requisite points through easy terrain

including cutting earth for making steps




5 % Sundries such as rope, spade, etc.

% HA

% CP

Total /Km


longitudinal section (L.S) of river and other

streams using levelling instrument/ Total


requisite points through steep and difficult

terrain including cutting earth for making





% HA

% CP

Total /Km

24 1 No Assisting departmental Officers for taking

cross section (C.S) along road, land etc., of

width up to 50 m. using levelling

instrument/ Total Station at suitable intervals

and covering all requisite points through







% HA

% CP

Total /Each









121

0.19 No Special Mazdoor 1 Each



% HA

% CP

Total /Each









For every additional

100m width, add 0.20

Ordinary Mazdoor.




% HA

% CP

Total /Each











Ordinary Mazdoor.




% HA

% CP

Total /Each


cross section (C.S) of river and other streams

of width up to 50 m. covering portions of

adjacent bank using levelling instrument/

Total Station at suitable intervals and

covering all requisite points through easy

terrain including clearing light jungle, cutting

earth for making steps wherever necessary,

etc. complete.




% HA

% CP

Total /Each

122






covering all requisite points through steep

and difficult terrain including clearing light






% HA

% CP

Total /Each






covering all requisite points through easy

terrain including clearing light jungle, cutting

earth for making steps wherever necessary,

etc. complete.



Ordinary Mazdoor.




% HA

% CP

Total /Each






covering all requisite points through steep

and difficult terrain including clearing light





Ordinary Mazdoor.




% HA

% CP

Total /Each

123

32 1 Station Assisting departmental Officers for

reconnaissance and preliminary

establishment of triangulation station using

Theodolite/ Total Station including clearing

jungle, etc. complete.




% HA

% CP

Total /Each

33 1 Station Assisting departmental Officers for

triangulation survey using Theodolite/ Total

Station for all readings from a station

including clearing jungle, etc. complete.




% HA

% CP

Total /Each

34 1 Station/

day

Taking rainfall readings/ river gauge

readings and other meteorological

observations in wet months at specified time

and recording the same in prescribed format

at one station including watching of the

station etc, complete.

For remote station deep

inside the forest, an

additional provision of

0.20 Special mazdoor to

be provided.


% HA

% CP

Total /Each

35 1 Station/

day

Taking rainfall readings/ river gauge

readings and other meteorological

observations in dry months at specified time

and recording the same in prescribed format

at one station including watching of the

station etc, complete.

For remote station deep

inside the forest, an

additional provision of

0.20 Special mazdoor to

be provided.


% HA

% CP

Total /Each

124

1 70 HP

Note: (i) Hill

allowance may be

provided as per

nature of terrain. (ii)

Indirect Charges for

labour @ 55% for

semi skilled /

unskilled workers

and @ 80% of

skilled workers may

be provided for large

projects in remote

areas.

55,00,000.00

18.00

30000.00

75.00

1500.00

1 Ownership Cost:

( i ) Depreciation:

Hourly depreciation w.r.t. Life in years,D1=0.9*E/(Y*O) 183.33

Hourly depreciation w.r.t. Life in hours,D2=0.9*E/H 165.00

Average hourly depreciation (Rs.),D3= (D1+D2)/2 174.17

2 Operational Cost:

( i ) Repair Charges:

Hourly Repair Charges:

Average over life time(Rs.),C= E*(R/100)/H 137.50

( ii ) O&M crew charges

Nos Wages/ shift Days/month Amount (in Rs.)

2 563 25 28150.00

6 377 25 56550.00

0.50 505 25 6312.50

0.50 673 25 8412.50

1.00 377 25 9425.00

108850.00

Total Direct crew charges/year 1306200.00

Increase for hilly area (if necessary)15 195930.00

Total Crew Charges/year (Rs),Cc1 1502130.00

Hourly Crew Charges (Rs),Cc2 =Cc1/O 1001.42

( iii ) POL and Energy Charges

For Electricity

Power of Electric Motor (KW),P

BHP = 70 P =(746*BHP/1000) 52.22

Hourly Energy Consumption(KWH),Ec= P*.4*1 41.78

Rate of Electricity (Rs./KWH),e 4.00

Cost of Electricity (Rs.),Ce=Ec*e 167.10

Lubricant charges,Lc=(Ce*v% 50.13

Lubricants-u%of fuel & v% of electricity charges)

(Generally u = 25% & v = 30%)

Hourly POL and Energy Charges(Rs.), Pe=Ce+Lc 217.24

d For compressed air

Cost of compressed air, Cair 0.00

Hourly POL and Energy Charges(Rs.), Pe=Cair 0.00

( iv ) Miscellaneous charges ,Mc =C*z% 13.75

(z% of repair charges,generally z=10%)

Hourly Use Rate of the Equipment = D3+C+Cc2+Pe+Mc 1544.07

ANNEXURE A - USE RATE OF EQUIPMENTSS

Operator

Helper (Man mazdoor)

Mechanic -1

Category

Batching & Mixing plant (27 cum)

Schedule life in Years,Y

Schedule life in Hours,H

Life time repair provision(% of cost of Equipment),R

Estimated annual operational hours,O

Watchman

Cost of Equipment(Rs.),E

Foreman (Diploma holder)

Total Monthly Wages

1

2 2.7 HP

28,000.00

2.00

2400.00

125.00

1500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

1 377 25 9425.00

18850.00






a For Petrol

F.H.P of Engine 2.70

Hourly fuel consumption in litres,Fc=0.22*FHP*0.5*1 0.30

Rate of Petrol (Rs./lit),d 70.00

Cost of Petrol (Rs.), Cd= Fc*d 20.79

Lubricant charges,Lc=(Cd*u%)) 5.20

Lubricants-u%of fuel )

( u = 25% )

Hourly POL and Energy Charges(Rs.), Pe=Cd+Lc 25.99




3 4.9 HP

46,000.00

2.00

2400.00

125.00

1500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

1 377 25 9425.00

18850.00






Category

Operator - III


Total Monthly Wages



Chain saw wood cutter (heavy)



Chain saw wood cutter (light)



Category

Operator - III

Total Monthly Wages





2


a For Petrol



Rate of Petrol (Rs./lit),d 70.00

Cost of Petrol (Rs.), Cd= Fc*d 37.73



( u = 25% )





4 1.5 HP

47,000.00

2.00

2400.00

125.00

1500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

1 377 25 9425.00

18850.00






a For Electricity

Power of Electric motor(KW),P

BHP = 5 P=(746*BHP/1000) 3.73

Hourly Energy Consumption(KWH),Ec=P*0.8*1 2.98

Rate of Electricity (Rs/KWh),e 4.00

Cost of Electricity(Rs.),Ce=Ec*e 11.94

Lubricant charges,Lc=Ce*v% 3.58

(generally v=30%)





58,00,000.00

5.00

8000.00

100.00

1500.00

Concrete placerCost of Equipment(Rs.),E




Category

Operator - III






Total Monthly Wages


Concrete cutterCost of Equipment(Rs.),E

3

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

1 377 25 9425.00

0.167 377 25 1573.98

0.167 505 25 2108.38

0.125 673 25 2103.13

24635.48






For compressed air

Cost of compressed air ( 100 cfm), Cair 437.51





6 50 HP

8,70,000.00

8.00

10000.00

100.00

1500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

1 377 25 9425.00

0.25 505 25 3156.25

0.125 673 25 2103.13

0.25 377 25 2356.25

26465.63






a For Diesel


Hourly fuel consumption in litres,Fc=0.22*FHP*1*0.75 8.25

Rate of Diesel(Rs./lit),d 45.00

Cost of Diesel (Rs.), Cd= Fc*d 371.25

Operator

Operator - III


Total Monthly Wages

Mechanic -1



Category



Diesel Air Compressor (200 cfm)

Watchman




Category


Mechanic -1

Watchman

Total Monthly Wages

4



( u = 25% )





437.51

7 10 HP

4,20,000.00

10.00

10,000.00

80.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:





Nos Wages/ shift Days/month Amount(in Rs.)

2 377 25 18850.00

1 377 25 9425.00

0.25 505 25 3156.25

0.125 673 25 2103.13

0.25 377 25 2356.25

35890.63






a For Diesel







( u = 25% )





8 10 HP

93,000.00

12.00

20,000.00

70.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




Hourly Use Rate ofor 100 cfm

Diamond DrillCost of Equipment(Rs.),E





Category

Total Monthly Wages

Mechanic -1


Watchman

Operator - III




Electric PumpCost of Equipment(Rs.),E



5

2 Operational Cost:






1 377 25 9425.00

0.25 471 25 2943.75

0.125 443 25 1384.38

13753.13






a For Electricity


BHP = 10 P=(746*BHP/1000) 7.46





(generally v=30%)





9 5 HP

25,000.00

12.00

20,000.00

70.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

0.25 471 25 2943.75

0.125 443 25 1384.38

13753.13






a For Electricity


BHP = 5 P=(746*BHP/1000) 3.73





(generally v=30%)




Category

Operator - III

Mechanic -1I

Electrician

Total Monthly Wages

Electric Pump




Category

Operator - III

Mechanic -1I

Electrician

Total Monthly Wages

6




10 2.7 HP

25,000.00

15.00

18,000.00

120.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






0.5 456 25 5700.00

0.5 471 25 5887.50

1 456 25 11400.00

0.5 377 25 4712.50

27700.00






a For Electricity


BHP = 2.7 P=(746*BHP/1000) 2.01





(generally v=30%)





11 10 HP

2,00,000.00

10.00

2,400.00

100.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:








Grinding MachineCost of Equipment(Rs.),E


Category

Fitter

Mechanic -1I

Grinder

Total Monthly Wages

Helper

Grout PumpCost of Equipment(Rs.),E




7



1 377 25 9425.00

1 377 25 9425.00

0.167 471 25 1966.43

0.125 673 25 2103.13

0.167 377 25 1573.98

24493.53






a For Diesel







( u = 25% )





12 128 HP

47,00,000.00

10.00

12,000.00

100.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 563 25 14075.00

1 377 25 9425.00

0.25 505 25 3156.25

0.25 673 25 4206.25

0.25 377 25 2356.25

33218.75






a For Diesel







( u = 25% )


Operator I




Category

Helper

Watchman

Helper

Category

Operator III

Mechanic -1I


Total Monthly Wages

Hydraulic Excavator (0.93 cum)Cost of Equipment(Rs.),E


Mechanic -1


Watchman

Total Monthly Wages

8




13 12 kg

58,000.00

10.00

8000.00

80.00

1500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

0.5 377 25 4712.50

0.2 505 25 2525.00

0.125 471 25 1471.88

0.125 377 25 1178.13

19312.50






For compressed air






14 100 HP

12,00,000.00

10.00

12,000.00

150.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 396 25 9900.00

2 377 25 18850.00

0.25 471 25 2943.75

0.25 443 25 2768.75

0.5 673 25 8412.50

1 377 25 9425.00

52300.00


Jack hammerCost of Equipment(Rs.),E




Category


Operator - III

Electrician

Foreman




Operator II

Total Monthly Wages


Helper


Mechanic -II

Watchman

Total Monthly Wages

Mobile Crane 10 T

Category

Mechanic -II

Watchman

Supervisor

9






a For Diesel







( u = 25% )





15 10 HP

5,00,000.00

10.00

9,000.00

80.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 396 25 9900.00

1 377 25 9425.00

0.25 471 25 2943.75

0.125 673 25 2103.13

0.25 377 25 2356.25

26728.13






a For Diesel







( u = 25% )





Percussion DrillCost of Equipment(Rs.),E





Helper

Mechanic -II


Category

Operator II

Watchman

Total Monthly Wages

10

16 32 HP

10,00,000.00

8.00

10,000.00

175.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 436 25 10900.00

1 377 25 9425.00

0.125 505 25 1578.13

0.167 377 25 1573.98

23477.10






a For Diesel







( u = 25% )





17 100 HP

20,00,000.00

10.00

10,000.00

120.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 396 25 9900.00

1 377 25 9425.00

0.25 471 25 2943.75

0.125 673 25 2103.13

0.25 377 25 2356.25

26728.13

Mechanic -I

Watchman

Helper

Mechanic -II


Tipper 5 TCost of Equipment(Rs.),E




Total Monthly Wages




Category

Driver

Helper

Watchman

Total Monthly Wages

Transit Mixer (4 cum)Cost of Equipment(Rs.),E


Category

Operator II


11






a For Diesel







( u = 25% )





18 50 HP

15,00,000.00

12.00

20,000.00

175.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 396 25 9900.00

1.5 377 25 14137.50

1.5 471 25 17662.50

0.5 396 25 4950.00

2 456 25 22800.00

0.5 673 25 8412.50

1 505 25 12625.00

90487.50






a For Electricity


BHP = 50 P=(746*BHP/1000) 37.30





(generally v=30%)





Sheet Bending MachineCost of Equipment(Rs.),E

Khalasi



Fabricator



Category

Operator II

Helper

Mechanic -II


Supervisor

Total Monthly Wages

12

19 6 cum/hr

3,00,000.00

5.00

6000.00

100.00

1500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 396 25 9900.00

1 377 25 9425.00

0.5 471 25 5887.50

0.125 673 25 2103.13

0.25 377 25 2356.25

29671.88






For compressed air






20 1.8 HP

20,000.00

2.00

2,400.00

125.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

0.5 377 25 4712.50

14137.50





Shortcrete/Guniting machine

Weed cutterCost of Equipment(Rs.),E


Category

Watchman

Total Monthly Wages


Mechanic -II




Operator - II





Category

Operator III



Helper

Total Monthly Wages

13


a For Diesel







( u = 25% )





21 2.7 HP

53,000.00

5.00

10,000.00

50.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

0.5 471 25 5887.50

1 456 25 11400.00

1 471 25 11775.00

0.25 443 25 2768.75

41256.25






a For Electricity


BHP = 2.7 P=(746*BHP/1000) 2.01





(generally v=30%)





22 2 HP

19,500.00

3.00

6,000.00

70.00

1,500.00



Helper

Mechanic -II

Fitter

Welder

Electrician

Total Monthly Wages

Welding SetCost of Equipment(Rs.),E


Vibrator ( Diesel)Cost of Equipment(Rs.),E




Category



14

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

0.5 377 25 4712.50

14137.50






a For Diesel







( u = 25% )





23 75 HP

7,80,000.00

10.00

15,000.00

200.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






1 377 25 9425.00

0.25 505 25 3156.25

0.125 673 25 2103.13

1 396 25 9900.00

0.167 377 25 1573.98

13577.10







Watchmen

Category

Operator III

Helper

Total Monthly Wages

Category

Loader 0.5 cumCost of Equipment(Rs.),E



Total Monthly Wages

Helper

Mechanic I

Operator II


15


a For Diesel







( u = 25% )





24 50 HP

3,00,000.00

12.00

20,000.00

80.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






0.25 396 25 2475.00

0.25 471 25 2943.75

0.5 377 25 4712.50

4712.50






a For Diesel







( u = 25% )





2517,167.50

6.00

12,000.00

70.00

1,500.00


Operator II


Ventilation BlowerCost of Equipment(Rs.),E

Mechanic II

Helper





Category

Total Monthly Wages

Accessories for pumping




16

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






0.5 377 25 4712.50

0.25 471 25 2943.75

7656.25





( iii ) Miscellaneous charges ,Mc =C*z% 0.10



26 0 HP

3,15,000.00

10.00

10,000.00

80.00

1,500.00

1 Ownership Cost:

( i ) Depreciation:




2 Operational Cost:






0.5 673 25 8412.50

1 377 25 9425.00

17837.50








27 38 cum/ hr.

42,00,000.00

5.00

8,000.00

100.00

2,500.00

1 Ownership Cost:

( i ) Depreciation:




Concrete PumpCost of Equipment(Rs.),E






Total Monthly Wages

Category

Helper

Plumber

Total Monthly Wages

Radiografic testing machine

Category







17

2 Operational Cost:






0.125 673 25 2103.13

1 396 25 9900.00

0.17 471 25 2001.75

1 377 25 9425.00

0.17 377 25 1602.25

11027.25


15 19849.05




a For Diesel







( u = 25% )





Total Monthly Wages

Increase for hilly area

(if necessary)

Category

Foreman

Operator Gr II

Mechanic Gr. II

Helper

Watchman

18

Sl.


1 1 mDrilling charges using jack hammer

0.13 hr Jack hammer (UR) 1 hr out turn 7.5 m/hr

0.01 No Drill bit 1 Each Life 150 m


Total /m

2 1 m Drilling charges using Diamond drill

for earth and boulders

0.10 hr Diamond drill (UR) 1 hr out turn 10m/hr

5 % Shifting charges @ 5 % of above



Total /m

3 1 m Drilling charges using Diamond drill

for rock

2.00 hr Diamond drill (UR) 1 hr out turn 0.5 m/hr




Total /m

4 1 m Drilling charges using percussion drill

0.50 hr Percussion drill (UR) 1 hr out turn 2 m/hr




Total /m

5 1 hp/hrCost of accessories for pumping

Accessories for 60m

60.00 m 75 mm dia. Pipe (12 Kg/ cm2) 1 m

5.00 No Bend 1 Each

1.00 No Foot valve 1 Each

1.00 No Non-Return valve 1 Each

1.00 No Ball valve 1 Each

5.00 No Pipe Nipple 1 Each

5 % Spares @ 5% of accessories

Total /hp/hr

ANNEXURE B - ADDITIONAL USE RATE OF EQUIPMENTS

Quantity Unit

Sl.No Machinery

Co

st

of

Eq

uip

me

nt

(E)

Sc

he

du

le lif

e in

Ye

ar

(Y)

Sc

he

du

le lif

e in

Ho

ur

(H

)

Lif

e t

ime

re

pa

ir p

rov

isio

n (

R)

Es

tim

ate

d a

nn

ua

l o

pe

rati

on

al

ho

urs

(O

)

Op

era

tor-

I

Op

era

tor

- II

Op

era

tor

-III

He

lpe

r

Rig

ge

r (M

ec

ha

nic

II)

Fit

ter

Kh

ala

si

Gri

nd

er

We

lde

r

Fa

bri

ca

tor

Me

ch

an

ic -

I

Fo

rem

an

(D

iplo

ma

)

Su

pe

rvis

or

(IT

I)

Ele

ctr

icia

n

Plu

mb

er

Dri

ve

r

Wa

tch

me

n

Ho

url

y U

se

ra

te

1 Batching & Mixing plant (27 cum) 70 kw 5500000 18 30000 75 1500 2 6 0.5 0.5 1

2 Chain saw wood cutter (light) 2.7 HP 28000 2 2400 125 1500 1 1

3 Chain saw wood cutter (heavy) 4.9 HP 46000 2 2400 125 1500 1 1

4 Concrete cutter 1.5 HP 47000 2 2400 125 1500 1 1

5 Concrete placer 45 800000 5 8000 100 1500 1 1 0.167 0.125 0.167

6 Diamond Drill 10 HP 420000 10 10000 80 1500 2 1 0.25 0.125 0.25

7 Diesel Air Compressor (200 cfm) 50 HP 870000 8 10000 100 1500 1 1 0.25 0.125 0.25

8 Electric Pump 10 HP 93000 12 20000 70 1500 1 0.25 0.125

9 Electric Pump 5 HP 25000 12 20000 70 1500 1 0.25 0.125

10 Grinding Machine 2.7 HP 25000 15 18000 120 1500 0.5 0.5 0.5 1

11 Grout Pump 10 HP 200000 10 2400 100 1500 1 1 0.167 0.125 0.167

12 Hydraulic Excavator (0.93 cum) 128 HP 4700000 10 12000 100 1500 1 1 0.25 0.25 0.25

13 Jack hammer 12 Kg 58000 10 8000 80 1500 1 0.5 0.125 0.2 0.125

14 Loader 0.5 cum 75 HP 780000 10 15000 200 1500 1 1 0.25 0.125 0.167

15 Mobile Crane 10 T 100 HP 1200000 10 12000 150 1500 1 2 0.25 0.5 0.5 0.33 0.25 1

16 Percussion Drill 10 HP 500000 10 9000 80 1500 1 1 0.25 0.125 0.25

17 Tipper 5 T 32 HP 1000000 8 10000 175 1500 1 0.125 1 0.167

18 Transit Mixer (4 cum) 100 HP 2000000 10 10000 120 1500 1 1 0.25 0.125 0.25

19 Sheet Bending Machine 50 HP 1500000 12 20000 175 1500 1 1.5 1.5 0.5 2 0.5 1

20 Shortcrete/Guniting machine 6 cum/hr 300000 5 6000 100 1500 1 1 0.5 0.125 0.25

21 Ventilation Blower 50 HP 300000 12 20000 80 1500 0.25 0.5 0.25

22 Weed cutter 1.8 HP 20000 2 2400 125 1500 1 0.5

23 Welding Set 2.7 HP 53000 5 10000 50 1500 1 0.5 1 1 0.25

24 Vibrator ( Diesel) 2 HP 19500 3 6000 70 1500 1 0.5

25 Accessories for pumping 10 HP 17167.5 6 12000 70 1500 0.5 0.25

26 Radiografic testing machine 315000 10 10000 80 1500 1 0.5

27 Concrete Pump 38 cum/hr 4200000 5 8000 100 2500 1 1 0.17 0.125 0.17

Cost of Labour

ANNEXURE C - MACHINERY DETAILS

Ca

pa

cit

y

KERALA STATE ELECTRICITY BOARD LIMITED KSEB DATA ...

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