district : pali - water

GOVERNMENT OF RAJASTHAN

WATER RESOURCES DEPARTMENT

BASIC SCHEDULE OF RATES

DISTRICT : PALI(EFFECTIVE FROM 30 / 07/2014)

CHIEF ENGINEER

WATER RESOURCES DEPARTMENT

RAJASTHAN, JAIPUR

Corrected on 30.07.2014

PREFACE

The district wise Basic Schedule of Rates (BSR 2011) of Water Resources Department

was prepared as a revision of Integrated BSR 2006. This BSR is based on the standard

pattern of nomenclature for various items of works and was revised in 2011-12.

Since then prices of diesel, petrol, cement, labour & other construction materials have

increased and also availability of various type of labour for the works on task basis in

the field has not only reduced but it is available at higher rates.

Considering these points the revision in district wise Basic Schedule of Rates has

become necessary. Thus, the BSR 2014 is introduced for PALI district.

Rates of materials have been revised in the BSR after proper local market enquiry and

suggestions of contractors and water resources engineers. In the revision of BSR the

items of concrete are taken in accordance to IS:456:2000 & designated as M10, M15,

M20, M25 etc for original works based on mix design. Task for some items are revised

based on mechanical means and as per standard task according to BSR of CPWD.

Additional items on canal maintenance and regulations, geotechnical & soil

investigations, charges of quality control tests, repair of mechanical components like

canal gates, spillway gates, watch & ward, compensation, survey, maintenance of

departmental properties etc are also included in BSR.

Although every care has been taken, yet in a work like this, it is possible that

typographical or other errors and omission might have crept in. Suggestions for

improvemnet and corrections in the Basic Schedule Rates are most welcome from all

the quarters, which may please be sent to the Addl. Chief Engineer, Water Resources

Zone, jaipur (Convener Task force).

Revision of this basic schedule of rates has been made under valuable guidance of

Sh.Vinod Shah, Additional Chief Engineer, Jaipur zone, Sh.Sumnesh Lal

Mathur,Additional Chief Engneer, Udaipur zone,Sh.Rajesh Verma,Superintending

Engineer(Works),Sh. Ravi Solanki,Superintending Engineer,Jaipur circle,Sh.Amar

Singh ,Suprintending Engineer,Ajmer circle and Sh.Ashok Bharadwaj,SE Construction

circle Udaipur.

Sh Rakesh Kumar Gupta, Executive Engineer, Sh Sanjay Agarwal, Executive Engineer

and Sh Vijay Kumar Sharma, Executive Engineer have worked tirelessly in revising the

BSR and their services are thankfully acknowledged.

(P L Solanki)

Chief Engineer

Water Resources Department

Rajasthan, Jaipur

Chapter Particulars Page

GENERAL NOTES 1

BASIC RATES

I LABOUR RATES 2

II SUPPLY OF MATERIAL 4

III CARRIAGE OF MATERIAL 7

IV HIRE CHARGES OF PLANTS AND MACHINERIES 9

MAIN WORKS

V EARTHWORK IN EXCAVATION/EMBANKMENT AND

PROTECTION WORK 12

VI MORTAR 19

VII CONCRETE AND CANAL LINING 20

VIII MASONRY 27

IX PLASTERING AND POINTING 31

X CENTERING, SHUTTERING AND RCC 33

XI FOUNDATION AND SURFACE TREATMENT 35

MISCELLANEOUS AND ALLIED WORKS

XII GENERAL AND MISCELLANEOUS WORKS 38

XIII DISMANTLING & DEMOLISHING WORKS 47

XIV FENCING AND DEMARCATION WORKS 48

XV SURVEY AND INVESTIGATION 50

XVI COMPENSATION OF PROPERTIES 55

XVII TESTING CHARGES OF MATERIALS (Water

Resources Quality Control Laboratory) 64

USEFUL INFORMATIONS

Annex. I Extract from IS:1200-1992 Part-I

Annex. II Material consumption of main items

Annex. III Internal Grading of Aggregate & Classes of Bricks

Annex. IV Weight of Building Material

Annex. V Reinforcement Characteristics

Annex. VI Weight of Structural Steel Section

Annex. VII Conversion Factors

Annex. VIII Strange's Table

Annex. IX Preliminary Design of Spillway

Annex. X Soil Characteristics

Annex. XI Concrete Finishes

Annex. XII Extract from IS: 4826-1979

COMPUTER BASICS

CONTENTS

1 Notes have been given before each chapter wherever necessary, which must be

read thoroughly before using the B.S.R. for incorporating appropriate

provisions and specifications in estimates and tender documents.

2 Rates are for complete finished items and inclusive of all ancillary works

necessary for the completion of work covered under respective item as per

Indian standard specifications unless otherwise specified in the description of

the item.

3 Rates of all items provided in this BSR are inclusive of all taxes, overheads

and contractor's profit and labour welfare, camping, medical and sanitation

facilities to labour, tools and plants etc., required to complete the work as per

Indian standard specifications.

4 In case of disputes if any, regarding interpretation of the description of items

in this Schedule of Rates, the decision of the Chief Engineer, Water Resources

Rajasthan, Jaipur shall be final and binding.

5 OPC/PPC (Fly ash based ) Cement of grade 43N/mm2

shall be used unless

otherwise specified.

GENERAL NOTES

1

1

2

3

4

5

Unit Rate in Rs.

1 (a) Beldar/Woman Coolie / Chowkidar /Water man / Earth- dresser Per Day 189.00

(b) White washer/store attendant/ laboratory attendant/floor polisher Per Day 250

(c) Dak Runner with his own cycle Per Day 235

(d) Sweeper part time

i) For 2 hours 55

ii) For 1/2 day (Four hours) 105

iii) Per Day 200

2 Mate Per Day 223.00

3 Helper for Carpenter /Black smith / Mechanic/Electrician /

Plumber / Steel fabricator /Fitter / Driller / Truck / Tractor

/Compressor/ Jack Hammer /Dumper

Per Day 275

4 (a) Security Guard with licensed gun owned by him Per Day 370

(b) Security Guard without gun Per Day 350

5 Munshi/Survey Amin/ Density Observer/ Record Keeper/Time

Keeper/ Gate Keeper/ Core Observer/ Laboratory Assistant /

Gauge Reader / Telephone Assistant

(a) Grade I (Secondary Pass) Per Day 325

(b) Grade II Per Day 250

6 Cook cum Chowkidar Per Day 215

7 Stone breaker (unsing Ghan) / Turriya

(a) Grade I Per Day 293.00

(b) Grade II Per Day 235.00

8 Chawalia Per Day 300.00

9 Operator for Jack Hammer/ Vibrator/ Pneumatic Tamper or

pavement Breaker/shot-crete placer

Per Day 290

10 Gardener

(a) Grade I Per Day 250

Labour rates shall be governed by minimum wages act in force.

These rates are for analysis and estimation purpose only.

CHAPTER-I

LABOUR RATES

The labour rates are inclusive of all allowances including weekly holidays, no extra payment will be

admissible on this account.

The rates of skilled and unskilled labours are inclusive of necessary tools, which are normally carried

by them according to the trade practice.

The rates do not include contractor's profit unless otherwise specified.

SEMI SKILLED

SKILLED

S. No. Item

UNSKILLED

2

Unit Rate in Rs. S. No. Item

(b) Grade II Per Day 225

11 (a) Driver for pumps/Concrete Mixers Per Day 300

(b) Driver for Compressor/Generators /Grout pump/Driller Per Day 280

(c) Heavy vehicle driver for Trucks/Dumpers/Tractors/ Stone

crusher etc. (License holder)

Per Day 400

12 Boat man/Blaster (with license) Per Day 300

13 Welder/Fitter/Line-man/Turner/Wireman/Driller Per Day 350

14 Stone Dresser/cutter (Silawat)



15 Mason/ Painter/ Carpenter/ Electrician /Black smith / plumber



16 (a) Survey Mistry / earthwork Mistry / Work Mistry

(Experienced/Trained) / Tracer (I.T.I.) / Wireless Operator

(Trained) / Receptionist

Per Day 400

(b) Patwari / Amin (Trained) Per Day 500

17 (a) Typist having knowledge of typing in computer Per Day 300

(b) Computer Operator having knowledge of M.S.

Office/Excel/Power point

(i) with own computer Per Day 400

(ii) without computer Per Day 325

18 Light vehicle driver for Jeep/Car/Station wagon etc. (License

holder) (Grade I)

Per Day 300

19 Driver with life jackets and all accessories for working under

water. Duty hours at site

Per Hour 450

20 Driver for Heavy Machine like chain type Dozers/Shovels, etc.

(License Holder) Boring/Wagonet machine operator

Per Day 425

21 Work Agents/Surveyors/Supervisors

(a) Possessing Civil Engineering Degree or equivalent. Per Day 850

(b) Possessing Civil Engineering Diploma Per Day 650

22 Auto CAD ( civil ) / GIS operator

(a) Having experience of 5 year Per Day 800

(b) Having experience of 1 year Per Day 450

23 Surveyor for Total Station / GPS instrument Per Day 650

24 Surveyor for Social/ Economic/ Demographic survey Per Day 600

3

NOTES:

1

2

3

4

(i)

(ii) Un-slacked lime, aggregates etc. 90% of Av. Ht.

5 These rates are for analysis and estimation purpose only.

Item Unit

1 (i) Crusher broken stone aggregate of various sizes in accordance with

IS:383 – 1970 for concrete work for dams, canals, and other important

structures, well graded with size of aggregate including all lead and lift.

(a) 150 to 80 mm size Cum 660.00

(b) 80 to 40 mm size Cum 755.00

(c) 40 to 20 mm size Cum 870.00

(d) 20 to 10 mm size Cum 958.00

(e) 10 to 4.75 mm size Cum 870.00

(ii) Hand broken stone aggregate of various sizes in accordance with

IS:383 – 1970 for concrete work for dams, canals, and other important

structures, well graded with size of aggregate including all lead and lift.

(a) 150 to 80 mm size Cum 561.00

(b) 80 to 40 mm ( Hand broken) Cum 642.00

(c) 40 to 20 mm ( Hand broken) Cum 740.00

(d) 20 to 12.5 mm ( Hand broken) Cum 814.00

2 Stones for Random Rubble masonry work at least 90% stones weighing

not less than 37.50 Kg. and no dimension less than 23 cm for massive

work including all lead and lift.

Cum 760.00

3 Stones for Random Rubble masonry, at least 75% stones not less than

15 cm in size in any direction and weighing not less than 23 kg

including all lead and lift.

Cum 720.00

4 C.R. Masonry stone for face work of massive structures duly hammer

dressed on all beds and sides, the beds joints & faces shall be chisel

dressed for at least 8 cm back from face and at least 4 cm from sides

height not less than 25 cm and weighing not less then 50 kg., 50%

stones to have depth more than 45 cm & tail area not less than half the

face area including all lead and lift.

Cum 1936.00

5 (a) C.R. Masonry stone for face work of general structures duly hammer

dressed not less than 20 cm in any direction and at least 50% stones to

be more than 23 cm in depth including all lead and lift.

Cum 1887.00

(b) C.R. stones headers, hammer dressed finished size not less than 20 cm

x 20 cm and depth not less than 30 cm

Cum 2075.00

CHAPTER - II

SUPPLY OF MATERIALS

These rates are at work site inclusive of all leads and also inclusive of all taxes, levies, turn over tax, income

tax, sales tax, octroi, panchayat tax, contractor's profit & royalty etc.

Stone,boulders,brick bats,morrum,sand,surkhi,flyash etc. 85 % of Av. Ht.

S.NoRate in Rs

Effective height of stacks for various materials shall be as under:

The rates are also inclusive of making proper approaches to quarry, removal of over-burden and other

essential operations required at quarry site, including opening of quarry.

Measurments shall be made on the basis of stacks and effective height for payment purpose will be as

prescribed below. No separate payment shall be made for laying of stacks.

4

Item UnitS.NoRate in Rs

6 Stones for soling , boulder for rock toe, toe drain , rock fill etc. not less

than 15 cm in any direction including all lead and lift.

Cum 665.00

7 (a) Quarry spalls properly screened and graded but not more than 10 cm

and not less than 10 mm in size including all lead and lift.

Cum 410.00

b Quarry rubish not more than 10 cm in size including all lead and lift. Cum 350.00

8 (a) Pitching stones atleast 75% stones to be more than 40 kg, in weight and

23 cm x 25 cm x 30 cm in size including all lead and lift.

Cum 760.00

(b) Pitching stones atleast 75% stones to be more than 25 kg , in weight

and 20 cm x 20 cm x 23 cm in size including all lead and lift.

Cum 720.00

(c ) Stones for Rip Rap at least one side not less than 23 cm in size


Cum 650.00

(d ) Stones for Rip - Rap at least one side not less than 15 cm in size. Cum 610.00

9 Cement (in bags) 50 Kg in weight. As per IS 1489 and IS 8112

(excluding cost of empty begs).

Bag 280.00

10 Un Slaked Lime.(Sojat or equivalent) including all lead and lift. Cum 3500.00

11 Surkhi pulverized as per IS specification i.e., passing through IS Sieve

No. 9 including all lead and lift.

Cum 770.00

12 Sand (Un-screened) including all lead and lift. Cum 515.00

13 Sand screened and free from organic and deleterious material including

all lead and lift.

Cum 634.00

14 Natural Aggregate including all lead and lift.

(a) 150 to 80 mm size Cum 580.00

(b) 80 to 40 mm size Cum 649.00

(c) 40 to 20 mm size Cum 725.00

(d) 20 to 10 mm size Cum 822.00

(e) 10 to 4.75 mm size Cum 833.00

15 Morrum or Murda including all lead and lift. Cum 240.00

16 Supply of Steel including all lead and lift.

(a) Mild steel and medium tensile steel bars as per IS : 432-1982 Kg. 48.00

(b) HYSD steel bars as per IS 1786-1985 Kg. 50.00

(c) Structural steel Kg. 55.00

17 Supply of bricks as per IS : 1077-1992 including all lead and lift.

(a) Well burnt clay bricks ( size 230x110x70 mm) class designation 100 as

per specification

1000 Nos. 4900.00

(b) Well burnt clay bricks ( size 230x110x70 mm) class designation 75 as

per specification

1000 Nos. 4350.00

(c) Comman burnt clay bricks ( size 230x110x70 mm) class designation 50

as per specification

1000 Nos. 3725.00

(d) Brick bats Cum 454.00

(e) Supply of pucca clay tiles (size 30 x 15 x 5 cm) class designation 105

as per IS:3367-1993

1000 Nos. 8375.00

18 Hydraulically compressed P.C.C. tiles 40 mm thick (50 mm

compressed to 40 mm) in cement, sand, aggregate upto 10 mm (well

graded crusher broken) as per specifications conforming to ISI 10646-

1991 with concrete of M15 grade including all lead and lift.

(a) 300 x 300 mm size Each 19.00

(b) 150 x 300 mm size Each 14.00

19 Stone patties edges hammer dressed including all lead and lift.

(a) Length up to 1.50 m and thickness 50 mm and above Sqm 518.00

5

Item UnitS.NoRate in Rs

(b) Length up to 1.50 m to 2.50 m and thickness 70 mm and above Sqm 578.00

(c) Length up to 2.50 m to 4 m and thickness 80 mm and above Sqm 715.00

20 Cut stone sills, slab, or lintels one face plain and edge hammer dressed


(a) 100 to 125 mm thick Sqm 470.00

(b) 126 to 150 mm thick Sqm 490.00

(c) 151 to 200 mm thick Sqm 510.00

21 Fly ash confirming to IS 3812-1981( in bags) 20 Kg in weight


Per bag 34.00

22 Chemical for curing as per ASTM Per Lit 48.00

23 Empty bag of 50 kg capacity in good condition

(a) Jute Each 19.00

(b) Plastic / Polythene Each 5.00

24 ISI marked low Density Poly Ethylene (LDPE) film black, High Impact

resistant, Heavy duty Grade 030 in thickness of 125, 200 & 250 micron

in the form of flat sheet of 6 to 9 metre width without having any joints

as per IS: 2508-1984

Kg. 150.00

25 (a) Distance stone well dressed of required shape and size 60 cm x 23 cm x

7 cm with exposed faces chiesel dressed.

Each 195.00

(b) Distance stone well dressed of required shape and size 60 cm x 23 cm x

7 cm with distance marked engraved and exposed faces well painted.

Each 225.00

26 Cost of Diesel Lit 59.40

27 Amonium nitrate Kg 70.00

28 Gelatin Kg 120.00

29 Fuse Coil RM 6.00

30 Ordinary detonator Each 18.00

31 Drill Rod 800 mm long Each 3600.00

32 Electric Detonator Each 40.00

33 Sealing Compound Kg 190.00

34 Air hose double braided Mt 110.00

35 Claw coupling Each 45.00

36 Hose clamps Each 45.00

37 Valve 3" dia Each 650.00

38 Suction pipe 3" dia Mt 260.00

39 Foot Valve 3" Each 500.00

40 GI pipe 3" dia Mt. 550.00

41 Extention Rod 1¼" hex 800 mm Each 3500.00




45 Coupling sleeves1¼" Each 2500.00

46 Shank Rod Each 3800.00

47 Bit 48 mm dia Each 5500.00

48 Water Body Each 1500.00

49 Water body washer Each 30.00

50 Lubricating oil lit 150.00

51 Grinding wheel Each 1600.00

52 Bit adopter Each 1400.00

53 Shank adopter Each 1400.00

54 T.C.T. Cross bit Each 5500.00

55 GI/MS pipe 65 mm dia Mt 550.00

6

8

1

2

3

4

5

6

Item UnitRate

( in Rs)

1 Carriage of Materials by mechanical transport including

loading, unloading and stacking , if stacking is not required no

deduction is to be done

stone, Aggregate, Ballast, Timber, Sand, Lime, Surkhi, Fly-ash,

Morrum, Kanker etc.

(a) Lead up to ½ Km. Cum 53.00

(b) Lead up to 1 Km. Cum 56.00

(c) Lead up to 2 Km. Cum 63.00

(d) Lead up to 3 Km. Cum 70.00

(e) Lead up to 4 Km. Cum 76.00

(f) Lead up to 5 Km. Cum 83.00

(g) Lead beyound 5 km. But up to 20 km. for each subsequent km Cum 4.80

(h) Lead beyound 20 km. But up to 50 km. for each subsequent km Cum 4.30

(i) Lead beyound 50 km. for each subsequent km Cum 3.80

2 Deduct if Loading is not done for

stone, Aggregate, Ballast, Timber, Sand, Lime, Surkhi, Fly-ash,

Morrum, Kanker etc.

Cum 17.00

CHAPTER - III

CARRIAGE OF MATERIALS

NOTES :The rates of this chapter shall be applicable only when leads exceed 250 metres except mentioned

otherwise.

S.No

Actual distance for lead purpose will be reckoned by the shortest practicable route.

The distance between 250 metres to 750 metres shall be considered as ½ km lead, and that above 750

metres to 1500 metres shall be considered as 1km . Subsequent distance shall be rounded off by

ignoring less than 500 m distance and by considering a distance of 500m and above as full kilometre.

These rates are inclusive of the cost of all ancillary operations including construction and

maintenance of haul roads .

Item No. 4 will not be applicable for items of chapter – II

The rates are inclusive of all kinds of taxes , levies, turn over tax, income tax, sales tax, octroi,

panchayat tax, labour cess, Contractor's profit & royalty etc.

7

Item UnitRate

( in Rs)S.No

3 Carriage of Materials by mechanical transport including

loading, unloading and stacking , if stacking is not required no

deduction is to be done

Cement, Surkhi (Pulverized), Tar, bricks, steel, cut stone etc.

(a) Lead up to ½ Km. M.T. 54.00

(b) Lead up to 1 Km. M.T. 58.00

(c) Lead up to 2 Km. M.T. 62.00

(d) Lead up to 3 Km. M.T. 66.00

(e) Lead up to 4 Km. M.T. 71.00

(f) Lead up to 5 Km. M.T. 74.00

(g) Lead beyond 5 Km but up to 20 km. for each subsequent km M.T. 3.90

(h) Lead beyond 20 Km but up to 50 km. for each subsequent km M.T. 3.70

(i) Lead beyond 50 Km for each subsequent km M.T. 3.50

4 Deduct if Loading is not done for

Cement, Surkhi (Pulverized), Tar, bricks, steel, cut stone etc.

M.T. 17.00

5 Transportation of miscellaneous items like sign boards, tools

and plants, hume pipes, sanitary & electric goods, shuttering

and centering etc.including loading, unloading and handling

with care without making any damage lead upto 20 Km

Truck

Load (7-

10 MT

capacity)

2450.00

(a) Add extra for each subsequent km beyond 20km over item

No. 8

-do-

per km

29.60

Nos.

1

2

3

6

10

15

120

150100 mm dia

1200 mm dia

900/1000 mm dia

600 mm dia

300 mm dia

450 mm dia

150 mm dia

6

2

3

4

7

8

5

2000/1500 mm dia1

Pipe (diameter)S N

Note : Per truck load for hume pipes with or without collars shall be as follows :

8

1

2

3

4

5

6 Unauthorised run and it's diesel consumption will be liability of the owner of the vehicle

S.

No.Name of Machine Unit

Hire charges

without diesel but

with operational

staff M.oil,

spares &

lubricants (in

Rs)

Idle charges

(in Rs.)

1 Trucks upto 5 tonne capacity (light

commercial vehicles)

Day 700.00 0.20 per km 300.00

2 Trucks 7-10 tonne capacity Day 1000.00 0.25 per km 330.00

3 Dumpers 7-10 tonne capacity Day 1400.00 0.25 per km 480.00

4 Tractors -

(a) Upto – 40 HP Day 515.00 0.20 per km 180.00

(b) Above 40 HP (for consolidation) Day 575.00 3.00 per hr 220.00

3.00 per hr

0.20 Per Km

6 Air compressors (Stationary)

(a) Upto 160 cfm Day 660.00 3.00 per hr 250.00

(b) Above 160 cfm and upto 250 cfm Day 850.00 5.00 per hr 250.00

(c) 300 cfm to 350 cfm Day 1000.00 7.50 per hr 250.00

7

Jack hammer / Khurpa machine

without drill rod but with necessary

hosepipe

Day 300.00 - 75.00

8 Drifter Day 350.00 - 75.00

9 Concrete mixers

(a) 10/7 cft. capacity Day 350.00 1.00 per hr 135.00

(b) 14/10 cft. capacity Day 400.00 1.20 per hr 210.00

10 Mortar miller Day 375.00 1.00 per hr 140.00

11Needle/surface vibrator (without staff) Day 170.00 0.80 per hr 40.00

12 Diesel driven generator

(a) Upto 6KVA Day 400.00 0.80 per hr 80.00

(b) Above 6 KVA & upto 15KVA Day 700.00 1.60 per hr 85.00

250.005

CHAPTER – IV

HIRE CHARGES OF PLANTS AND MACHINERIES NOTES :

750.00DayTractor mounted compressor (upto

160 cfm.)

These rates are for hiring private machinery for departmental works and quotations/tenders will

have to be called with detailed terms and conditions and necessary action be taken as per

G.F.&A.R./P.W.F.& A.R.

Watch and ward of machinery is included in the rates given below & shall be the responsibility of

the owner of the equipment.

These rates are at work site inclusive of all leads and also inclusive of all taxes, Contracter's profit

& royalty etc.

Hire charges of equipments wherever given / taken for day of 8 hours of actual working excluding

rest period.

Provision for

diesel per Km/or

per hr. (in liters)

Vehicle will remain available for any hour of the day to facilitate emergency tours.

9

S.


Hire charges

without diesel but

with operational

staff M.oil,

spares &

lubricants (in

Rs)

Idle charges

(in Rs.)

Provision for

diesel per Km/or

per hr. (in liters)

13 Pumping sets

(a) 5 to 10 HP Day 300.00 0.80 per hr 145.00

(b) Above 10 HP to 16 HP Day 330.00 1.20 per hr 210.00

(c) Above 16 HP to 30 HP Day 450.00 1.60 per hr 250.00

14 Diesel Road roller 8 to 10MT Day 890.00 5.00 per hr 280.00

15Sheep's foot roller (without staff)

(a) Capacity 5 MT Day 200.00 - -

(b) Capacity 3 MT Day 160.00 - -

16 Plain roller 3 MT (without staff) Day 150.00 - -

17Tractor Trolly above 2 Cum capacity

(without staff)

(a)Two wheeler with out hydraulic lift Day 175.00 - 45.00

(b)Four wheeler without hydraulic lift Day 200.00 - 50.00

(c)Four wheeler with hydraulic lift Day 250.00 - 60.00

18 Karawha Day 75.00 - 35.00

19 Water Tanker

(a) Wheel – mounted

(i) Upto 3000 Lit. capacity Day 175.00 - 70.00

(ii)Above 3000 but upto 5000 Lit.

capacity

Day 250.00 - 105.00

(b)Truck- mounted 5000 Lit. to 8000 Lit.

capacity

Day 1000.00 0.25 per km 300.00

20 Inspection Vehicles such as

Car/Jeep/Gypsy

Day 750.00 0.07 per km -

per

month 18500.00

Day 650.00

per

month 16500.00

Day 60.00

per

month 1500.00

21

Hydraulic excavator/ loader

likeJCB/Poclain, Hitachi etc. with all

accessories (for actual site working,

idle period) having bucket capacity

(a) upto 0.40 cum Hr. 500.00 5.00 per hr 140.00

(b) above 0.40 & upto 0.75 cum Hr. 900.00 7.25 per hr 280.00

(a)

(b)

0.10 per km

(c)

(c) Extra for four wheel drive

-

-

Model not older than 2 years (Two

wheel drive)

Model older than 2 years (two wheel

drive)

10

S.


Hire charges

without diesel but

with operational

staff M.oil,

spares &

lubricants (in

Rs)

Idle charges

(in Rs.)

Provision for

diesel per Km/or

per hr. (in liters)

(c) above 0.75 cum Hr. 1200.00 15.00 per hr 380.00

22 Bull dozer

(a) upto 100 HP Hr. 400.00 5.00 per hr 75.00

(b) above 100 & upto 175 HP Hr. 900.00 15.00 per hr 180.00

(c) above 175 HP Hr. 1250.00 20.00 per hr 320.00

23 (a)Boat (fiber body) power Driven with

license 6 to 10 seat capacity

Per hr. 650.00 0.80 per hr 150.00

23 (b)

Boat (manually operated) with

boatmen with license 6 to 10 seat

capacity

Per hr. 550.00 - 80.00

24Grout pump including water hose, air

hose, fittings, repairs etc.

Day 375.00 75.00

25 Vibro compactor with operator Day 3500.00 8 Per Hr 500.00

11

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Mode of measurement and classification on nature of work as well as type of strata shall be

governed by IS:1200 (Part-I): 1992 and Hand Book of method of measurements: Publication No.

SP-27:1987 of Bureau of Indian Standards .( refer useful data in which extract copy of same is

provided)

In case of earthwork in excavation and for dams part A+B only "crow fly distance" between C.G.

of Embankment/spoil bank base to the C.G. of borrow area cut shall be considered as "shortest

practicable route" for the purpose of lead what so ever the case may be.

No payment for earthwork of ramps,approaches to embankments shall be made and cost of such

operation shall deemed to have been included in item rates given below.

No Payment for construction and maintenance of haul roads for approach to borrow area shall be

admissible and cost there of shall be deemed to have been included in the item rates given below.

CHAPTER - V

EARTHWORK IN EXCAVATION / EMBANKMENT AND PROTECTION WORKS

NOTES

These rates are at work site inclusive of all taxes, Contractor's profit, overheads & royalty etc.

Classification of strata shall be inspected and approved by Executive Engineer.

In case of change of strata from that as contemplated in the sanctioned estimate, prior

permission/approval of the Superintending Engineer should be invariably obtained.

In case hard rock requiring blasting is more than 500 cum, it shall be got checked and approved

by the Superintending Engineer.

No extra payment will be done for de-watering on the items of this chapter.

The rates of earthwork for bunds are for complete item and includes allowance for shrinkage due

to compaction, wastage etc.

In case of earth work for bunds, the lift shall not be considered separately but shall be considered

with the lead as computed below : Total lead = 1.2(L+12H)

Where : L = Lead in meter as per note no 3

H = Height of weighted C.G. over base in meter.

The use of explosive in excavation shall not be considered as a "reason" for classification of

strata.

The stones from hard rock requiring blasting shall be termed useable if minimum size of stone is

not less than 15 cms or maximum size is not greater than 45 cm in any direction. If bigger stones

are found from excavation then bigger stones shall be brought to size of useable stones & no

extra payment on this account shall be admissible.

Mixes rate of canal excavation can be allowed by estimate sanctioning authority who will

ascertain the same based on details of sufficient trial pits to be applicable to canals having

discharge capacity less than 10 cusecs and limited to 2 m depth of cutting and water courses of

minor tanks & minors and water courses of major & medium projects.

15

Total

WORK TO BE EXECUTED BY MACHINARIES

1 Excavation including loading, unloading, disposal and dressing of

excavated earth within initial lead of 50m and lift up to 1.5m in dry

or moist including dressing of excavated area, dewatering wherever

required complete in all respect

a Soft/Loose soil Cum 57.00

b Hard / dense soil Cum 59.00

c Hard soil mixed with Kankar / boulders, Morrum Cum 73.00

2 Excavation including loading unloading disposal and dressing of

excavated rock within initial lead of 50m and lift upto 1.5m in dry or

moist including dressing of excavated area, dewatering wherever

required complete in all respect.

a Soft / Disintegrated rock Cum 100.00

b Hard rock not requiring blasting Cum 147.00

c Phylite & other hard rock requiring nominal blasting Cum 243.00

d. Hard rock (dry or moist) requiring blasting (where hardness of rock

is more than 2) including disposal of excavated material in the

designated spoil bank / embankment, dressing of excavated material

and dewatering with all leads & lifts of excavation and disposal. The

contractor is free to use the usable excavated stone else where for

which any transition expenditure & royalties, tax etc if required to be

paid then it will be liability of contractor as the cost of usable stone

has already been deducted from the rate.

Cum 264.00

3 Excavation with line drilling, controlled blasting near structures,

populated area (situated within 50m) including dewatering, loading,

unloading, disposal & dressing within initial lead of 50m and lift

upto 1.5m complete in all respect in dry or moist and also including

compensation of damages if any , in :

(a) Phylite and other hard rock requiring nominal blasting Cum 389.00

Rate of earth work in excavation is including the cost of planking/ shoring/ timbering / strutting /

barricading if any required at site.

S.No. Item UnitRate in Rs.

PART "A" : EARTH WORK IN EXCAVATION

(b) Hard rock (dry or moist) requiring blasting (where hardness of rock

is more than 2) including dewatering, disposal of excavated material

in the designated spoil bank/ embankment and dressing of excavated

material with all leads & lifts of excavation and disposal. The

contractor is free to use the usable excavated stone else where for

which any transition expenditure & royalties, tax etc if required to be

paid then it will be liability of contractor as the cost of usable stone

has already been deducted from the rate.

Cum 422.00

4 Final excavation by line drilling including removing of hard rock by

wedging and barring and chiseling near final levels (only upto 0.3 m

depth) without resorting to blasting including dewatering, disposal

of excavated material within initial lead of 50m and lift of 1.5m

complete in all respect

Cum 831.00

5 Excavation for foundation of Dam in trenches/seams/faults and at

other confined places in hard rock by line drilling including

dewatering, disposal, loading, unloading and dressing of excavated

material within initial lead of 50m. and lift upto 1.5m complete in all

respect.

Cum 945.00

6 Disposal of land slide rock including breaking of big boulders and

blasting (if required) within initial lead of 50 m and lift up to 1.50 m.

Cum 230.00

7 Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish,

stone pebbles & obstruction deposited in canal bed up to design line

grade and sections having design due to erosion/scour/slips in canal

banks/silting with or without bushes and weeds etc. in dry or moist

condition from canal bed including dewatering, loading unloading

and disposal at suitable place as directed by Engineer in charge with

initial lead of 50m. and lift upto 1.5 m with proper dressing on canal

bed complete in all respect

(a) For 5 to 15 cms depth, having

(i) Unlined section Sqm 13.00

(ii) Lined section Sqm 11.00

(b) For depth above 15 cms but upto 30cms having

(i) Unlined section Sqm 22.00

(ii) Lined section Sqm 19.00

Measurements of works for item No. 7 (a) & 7 (b) shall be limited to

canal bed area only

(c) For depth above 30cm. Cum 65.00

(d) Extra on item 7(c) only if silt clearance is done under water & mud. Cum

16.00

8 Re-handing of excavated material including loading unloading and

dressing within initial lead of 50 m and lift of 1.5m with cost of de-

watering wherever required and all applicable taxes and levies etc.


(a) Earth / Soil Cum 61.00

(b) Rock Cum 93.00

(c) Mixed strata muck Cum 74.00

9 Extra charges for disposal of excavated/re-handled material in

required profile laid in uniform layers and given side slopes well

dressed having layer thickness including loading and un-loading

wherever required with cost of dewatering wherever required


a Not exceeding 15cm Cum 6.00

b Not exceeding 20cm Cum 5.20

10 Extra lead over item no 8 of excavated matrerial.

a. Beyond initial lead of 50 m & upto 250m Cum 7.20

b. Add extra over item 10 (a) for lead beyond 250m & upto 750m (for

average 1/2Km).

Cum 7.00

c. Add extra for each subsequent lead of 500m or part, there of beyond

½ Km. & upto 5 Km

Cum 6.90

11 Add extra over item No. 1 to 8 for disposal of excavated material

above initial lift of 1.5m and for every additional lift of 1.5m or part

there of including loading and unloading wherever required

Cum 7.00

12 Add extra over item No. 1 to 5 for excavation under water for all

type of strata including dewatering charges. (Quantity under water

during actual work is only to be considered) Quantity of excavation

below water level in foundation area during continues pump running

should only be considered.

Cum 25%

13 Collection of usable rock spalls from excavation works and stacking Cum 58.00

14 Re- handling excavation earth (excluding rock) in trenches, plinth

side of foundations etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming and watering

including cost of water including loading and un-loading wherever

required with cost of dewatering wherever required.

Cum 51.00

15 Filling in plinth with sand under floors including watering , ramming

, consolidating and dressing complete including cost of sand etc

including loading and un-loading wherever required with cost of

dewatering wherever required, complete in all respect.

Cum 654.00

16 Filling in plinth with locally available river shingle under floors

including watering , ramming , consolidating and dressing complete

including cost of shingle, and loading and un-loading wherever

required with cost of dewatering wherever required, complete in all

respect

Cum 199.00

PART "B" : EARTH WORK FOR EMBANKMENT

WORK TO BE EXECUTED BY MACHINARIES

17 Earth work in rough (borrow area) excavation for embankment in

hard soil, Morrum or highly weathered strata dry or moist, including

laying in 20 cm layers (before compaction) and breaking of clods,

sorting of grass, pebbles etc. and dressing when compacted manually

or by plain roller with initial lead of 250 m and lift up to 1.5m

(excluding charges for compaction and watering), including loading

and un-loading wherever required complete in all respect.

Cum 69.00

a. Extra charges for lead beyond 250m and upto 750m (for average ½

km)

Cum 7.20

b. Add extra for each subsequent lead of 500m or part, there of beyond

½ Km and up to 5 km

Cum 6.00

c. Add extra beyond 5km for each subsequent km. or part there-of. Cum 8.00

18 Earth work in rough (borrow area) excavation for embankments in

hard soil, morrum or highly weathered strata dry or moist, including

laying in 20 cm layers (before compaction) and breaking of clods,

sorting of grass, pebbles etc. and dressing when compacted by sheep

foot roller/pneumatic tyred roller to obtain dry density of at least

98% of Standard Proctor's density with initial lift of 1.5m

(Excluding charges for compaction and watering) including loading

and un-loading wherever required complete in all respect.

a. With initial lead of 250 m Cum 81.00

b. With lead beyond 250 m and up to 750 m (½ Km) Cum 88.20

c. Add extra for each subsequent lead of 500m or part thereof beyond

½ Km and up to 5 km

Cum 6.00

d. Add extra beyond 5km for each subsequent km. or part there-of. Cum 8.00

e Deduct if only carriage of earth is to be done ( including unloading

and placing on embankment in 15 cm layers)

Cum 22.00

19 Deduct in item no 18 (a) & (b) above if Standard Proctor's density to

be achived is at least 95%

Cum 5.00

20 Compaction of earth or highly weathered strata

a. By manually or plain roller. (density 90% of Proctor) Cum 18.00

b. By mechanical equipment such as sheep foot roller/ pneumatic tyred

roller/vibro compactor required as per site condition to obtain dry

density of.

(i) at least 98% of Standard Proctor's density Cum 29.00

(ii) at least 95% of Standard Proctor's density Cum 26.00

c. Add extra over item No. 20 (b) for compaction in restricted area

nearby structure or flanks by hand rammers or by pneumatic

tampers.

Cum 20%

d. Add extra over item No. 20 (b) Compaction of earth work by

mechanically operated vibro compactor.

Cum 10%

21 Lip cutting and final dressing as per designed section including re-

handling and disposal of excavated earth in layers 20 cm on

embankments etc. with cost of dewatering wherever required, and


Sqm 19.00

22 Benching base and depositing the excavated material including

dressing etc. complete within initial lead up to 50m and lift up to

1.5m

Cum 65.00

23 Labour charges for puddle work to obtain minimum dry density as

90 % of M.D.D.

Cum 58.00

24 Construction of earthen dowel 0.50m top width and 0.40m height

(area 0.40 sqm) including ramming, watering, & dressing etc.

complete with all lead and lift.

Per RM 85.00

25 Dressing of uneven embankment in required profile Sqm 9.30

27 Scrapping of grass and shrubs Sqm 2.90

28 Ploughing/ Picking of surface of old embankment / 10 sqm 2.80

29 Turfing by transplantation of grass on slopes of bunds etc. in rows

15 cm centre to centre in each direction including Ploughing,

levelling, breaking of clods, and removal of stones etc. if required

including maintenance for 30 days or more till the grass develops

fully with all leads and lifts complete.

Sqm 77.00

30 Labour charges for spreading of Morrum or Kanker on embankment

etc. with initial lead up to 50 m and lift up to 1.50 m for

(a) 5 cm to 8 cm depth Sqm 4.10

(b) 10 cm to 13 cm depth Sqm 6.00

(c) 15 cm to 18 cm depth Sqm 6.50

31 Repairs of rain cuts, gullies etc. on bunds embankments, canals and

other petty works.

extra on

basic

20%

32 Watering of earth including cost of carriage of water when source of

water is

(b) up to 1 Km Cum 7.40

(c) Beyond 1 Km but up to 5 Km extra per Km Cum 3.30

(d) Extra for every subsequent 1 Km or part thereof when source is more

than 5 Km

Cum 2.40

33 Add extra for earth taken from private land with all lead and lift,

land to be arrangged by contractor through private negotiations. Item

applicable on certification by E.E. that no Government land is

available with 250 meters from borrow area.

Cum 12.00

PART C : PROTECTION WORK

Note :- (1) The rates given below are complete rates and include cost

of all construction materials including all lead, lifts, tax, levies, turn

over tax, income tax, sales tax, octroi, Panchayat tax, T & P,

Contractor's profit & royalty etc.

(2) The rates given below are inclusive of dewatering wherever

required.

34 Supplying and laying sand in required profile including all lead &

lifts.

Cum 631.00

35 Supplying and laying aggregate in layers and profile as specified

including all leads & lifts.

(a) Broken ballast 40 to 80 mm size Cum 758.00

(b) Broken ballast 20 to 40 mm size Cum 856.00

(c) River gravel 40 to 80 mm size Cum 765.00

(d) River gravel 20 to 40 mm size Cum 841.00

(e) River gravel up to 20 mm size Cum 938.00

36 Dry boulder filling in required profile with filling of voids etc.

complete including all lead & lifts, and well finished surface

Cum 978.00

37 Supplying and laying quarry spalls properly graded but not more

than 10cm in size with spreading in required profile including all

leads & lifts

Cum 486.00

38 R. R. stone pitching, hammer dressed with packing of voids from

small stones including all lead & lifts, in required profile of

(a) 45 cm thickness in two layers (± 5 % thickness tolerance) Cum 1391.00

(b) 23 cm thickness (± 5 % thickness tolerance) Cum 1178.00

(c) 30 cm thickness (± 5 % thickness tolerance) Cum 1276.00

39 Rip rap stone laying in required profile properly hand packed using

stone of specified size including all lead & lifts

(a) 23 cm thickness (± 5 % thickness tolerance) Cum 1003.00

(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1050.00

40 (a) Dumped rip rap in required profile using rock fragment of specified

sizes & propositions including cost of excavation with all lifts and

lead up to ½ km (average thickness of rip rap 50 cms or more)

Cum 671.00

(b) Deduct from item no 40 (a) if only laying is to be done Cum 610.00

41 Extra charges over item no. 40 for subsequent lead

42 Providing and laying mulching on side slopes / bank / berm / of the

canal / road with fog / kheep / Saniya / shurbs etc. as available on

site including embedding the same in trenches of 25 x 25 cm

including carrige of material.

/ 100 m 250.00

PART – D QUARRY RUBBISH / SPALL :-

as per item no. 10 c of part

A of this chapter

43 Spreading of quarry rubbish / spalls to required grade & camber in

layers not exceeding 15 cm. thickness (loose) as per specifications

including dressing etc. complete.

/ 10 Sqm 28.00

44 Spreading & consolidation / compaction of quarry rubbish / spalls to

required grade & camber by plain roller including watering.

/ 10 Sqm 60.00

45 Survey and rehabilitation work of existing watre course including

jungle clearance, cutting and uprooting of trees. Earth work in

excavation / embankment for restoration of sector, clearance of silt

dressing and manual compaction of earth work etc. complete in all

respect.

Per KM 3225.00

46 Construction of single nakka as per drawing and specifications

shown in typical drawing using PCC (1:3:6) M-10, A20, in

foundation below Nakka wall & random rubble masonry in cement

sand mortar 1:6 having plaster 20mm thick and 50mm thick cement

concrete (1:2:4) coping in M-15, A-20. Supplying and fixing of

Nakka gate with two frames and one shutter complete in all respect.

Each 25885.00

47 Construction of Double nakka as per drawing and specifications

shown in typical drawing using PCC (1:3:6) M-10, A20, in

foundation below Nakka wall & random rubble masonry in cement

sand mortar 1:6 having plaster 20mm thick and 50mm thick cement

concrete (1:2:4) coping in M-15, A-20. Supplying and fixing of

Nakka gate with four frames and one shutter complete in all respect.

Each 2618.25

48 Construction of CD works as per drawing and specifications shown

in typical drawing using PCC (1:3:6) M-10-A-20, in foundation

below walls & WC bed , random rubble masonry in cement sand

mortar 1:6 having plaster 20mm thick in cement sand mortar 1:3 on

wall and cement concrete (1:2:4) M-20,A-20 50mm thick and

providing laying & fixing in position RCC spun or Hume pipe

450mm NP-2.

Each 11579.00

PART – E CONSTRUCTION OF WATER COURSE :-

NOTES:1

2

3

4

Total

1 Slaking of lime including cost of unslaked lime complete including all

leads of all construction materials.

Cum 2696.00

2 Labour charges for preparations of lime mortar (in any proportion &

excluding cost of construction material) by mechanical mixer / mortar –

miller

Cum 150.00

3 Lime, surkhi, sand mortar (1 : ½ : 1½) (1 Lime, ½ surkhi and

1½ sand) including all leads of all construction materials.

Cum 2399.00

4 Lime mortar 1 : 2 (1 Lime and 2 sand) including all leads of all

construction materials.

Cum 2357.00

5 Lime mortar 1 : 3 (1 Lime and 3 sand) including all leads of all


Cum 2096.00

6 Cement mortar 1 : 8 (1 Cement and 8 sand) including all leads of all


Cum 2168.00

7 Cement mortar 1 : 6 including all leads of all construction materials. (1

Cement and 6 sand)

Cum 2535.00



Cum 2861.00



Cum 3318.00



Cum 4112.00



Cum 5148.00

12 Add extra over item No. 2 to 11 in case weigh batching is adopted Cum 50.00

13 Mud mortar including all leads of all construction materials. Cum 373.00

CHAPTER VI

MORTAR

These rates are inclusive of all taxes, levies, turn ovr tax, income tax, sales tax, octroi,

panchayat tax, contractor's profit & royalty etc.

The rates given below are complete rates and include all leads of the construction material.

S.No. Item UnitRate in Rs.

Rates are inclusive of cost of water, grinding, mixing of mortar by mechanical mixer/lime miller

and required T&P unless other wise mentioned.

The proportions of various ingredients in the item are by volume batching.

19

1

2

3

4

5

6

7

8

9

10

11

12

Rate

1 Labour charges for mixing and placing of concrete of specified grade, by

mechanical mixer and placing & consolidation by vibrator including finishing

of concrete, excluding cost of construction materials.

Cum 703.00

2 Cement concrete Design mix M-25 well mixed and laid in position complete

including all leads of all construction materials including curing and

finishing having well graded crusher broken stone aggregate of maximum size

upto

(a) 40 mm Cum 5440.00

(b) 20 mm Cum 5519.00

CHAPTER VII

CONCRETE & CANAL LINING

NOTES

These rates are at work site inclusive of all leads and also inclusive of all taxes, contractor's profit & royalty

etc.

Proportion of ingredients in concrete for mass work at one place will be governed by approved mix design. No

adjustment will be made in rate due to change in proportion of ingredients other than cement but

deduction/addition of @Rs. 5.50 per Kg of cement will be made in concrete rate for lesser / excess requirement

of cement per cum of concrete, from standard consumption of mix.

These rates include lifts up to 5 meters from ground level upward and downward.

The labour rates are inclusive of laying and mixing with mechanical mixer , T&P, scafolding, curing and water

charges etc.

For all works power driven mechanical mixers / lime miller and vibrators should be used & rates are inclusive

of these charges.

The rates in this chapter are inclusive of de-watering wherever required.

These rates do not include the cost of centering, shuttering and form work , except items of Part-B-(Canal

Lining)

If admixer is asked to be used then extra charges of Rs 75.00 Per cum of concrete shall be payable inclusive

cost of admixture.

Use of fly ash will be permitted with permission of Superintending Engineer. Fly ash to be used should

confirm IS code 3812-1981 part-I and fineness as per IS code 269-1989. Percentage of use of fly ash will be

directed by Superintending Engineer. Rates of concrete will be derived after replacing cement by fly ash as

approved by Superintending Engineer. No extra labour charges for mixing of fly ash shall be admissible.

Add extra with permission of Superintending Engineer, Rs. 150.00 per cum of concrete if composite weigh-

batching and mixing plant is used and also Rs. 150.00 per cum of concrete if mobile transit mixer is used.

For petty works, if mechanical mixer & vibrator is not used for concrete work ,then deduction of Rs 65.00 per

cum of concrete will be made.

S. No.

Where water is scare and chemical compound is asked to be used against curing for lining/ plaster work

additional charges of Rs 25.00 Per Sqm shall be admissible with permission of Superintending Engineer, and

Rs 16.00 Per sqm shall be deducted on account of water curing charges already include in the rates.

ItemRate in Rs.

Unit

20

Rate S. No. Item

Rate in Rs.Unit

3 Cement concrete Design mix M-20 well mixed and laid in position complete



upto

(a) 150 mm Cum 4407.00

(b) 80 mm Cum 4497.00

(c) 40 mm Cum 4607.00

(d) 20 mm Cum 4691.00

4 Cement concrete nominal mix (1:1.5:3) M-20 well mixed and laid in position

complete including all leads of all construction materials including curing

and finishing having well graded crusher broken stone aggregate of maximum

size upto

(a) 150 mm Cum 4197.00

(b) 80 mm Cum 4283.00

(c) 40 mm Cum 4388.00

(d) 20 mm Cum 4468.00

5 Cement concrete (1:2:4) M-15 well mixed and laid in position complete



upto

(a) 150 mm Cum 3582.00

(b) 80 mm Cum 3673.00

(c) 40 mm Cum 3784.00

(d) 20 mm Cum 3869.00

6 Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete



upto

(a) 150 mm Cum 3050.00

(b) 80 mm Cum 3146.00

(c) 40 mm Cum 3262.00

(d) 20 mm Cum 3350.00

7 Cement concrete mix (1:4:8) M-7.50 well mixed and laid in position complete



upto

(a) 150 mm Cum 2718.00

(b) 80 mm Cum 2814.00

(c) 40 mm Cum 2930.00

(d) 20 mm Cum 3018.00

8 Cement concrete mix (1:5:10) M-5 well mixed and laid in position complete



upto

(a) 150 mm Cum 2537.00

(b) 80 mm Cum 2633.00

(c) 40 mm Cum 2749.00

21

Rate S. No. Item

Rate in Rs.Unit

(d) 20 mm Cum 2837.00

9 Plum concrete well mixed and laid in position including curing and finishing

etc including all leads of all construction materials complete in all respect with

well graded crusher broken stone aggregate of maximum size 80 mm in

following proportion with 17% use of plums of more than 150 mm size

embedded in concrete.

(a) Plum concrete (1:2:4) Cum 3381.00

(b) Plum concrete (1:3:6) Cum 2922.00

(c) Plum concrete (1:4:8) Cum 2631.00

(d) Plum concrete (1:5:10) Cum 2473.00

10 Add extra over labour rates for item No. 2 & 3 for II stage concrete for

obstruction of II stage embedded parts & restricted working space.

(a) In Vertical/ radial block-outs Cum 475

(b) In horizontal block-outs Cum 300

11 Deduct if natural aggregate is used in place of crusher broken stone aggregate

for item No. 2 to 10 for maximum size of aggregate as:

(a) 150 mm. Cum 80.00

(b) 80 mm. Cum 106.00

(c) 40mm. Cum 145.00

(d) 20mm Cum 136.00

12 Add extra over item No. 2 to 9

(a) For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0

m from ground level. (upward and downward)

(i) For major and medium Dams Cum 100.00

(ii) For works other than Major and medium dams Cum 75.00

(b) If batching of ingredients is done by weighing method Cum 50.00

(c) Extra labour charges if concreting is done on major /medium dams Cum 166.00

13 Preparation and dressing the sub grade including removal of irregularities up

to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly

weathered rock for

(a) Bed Sqm 7.00

(b) Side slopes Sqm 9.00

14 Preparation and dressing the sub grade including removal of irregularities up

to 7.5 cm in soft rock & similar type of strata for

(a) Bed Sqm 9.00

(b) Side slopes Sqm 11.00

15 Cement concrete lining of mix (1:3:6) M-10 with upto 20 mm size well graded

crusher broken stone aggregate laid as per specifications including all leads of

all construction materials including rendering and curing etc. complete for

canal bed of thickness

(a) 10 cm Sqm 394.00

(b) 7.5 cm Sqm 302.00

16 Add extra over labour rates for Item No.15 & 23 for lining of canal sides Sqm46

17 Extra charges over item no 15 & 16 for lining by paver as per specifications

complete

Sqm 20%

PART B : CANAL LINING

22

Rate S. No. Item

Rate in Rs.Unit

18 Extra charges over item no 15 for placement of cement concrete lining with

acrow type (or equivalent) steel slip from gentry.

Sqm 10%

19 4 cm. thick lining with hydraulic compressed pre-cast slab of cement concrete

tiles of size 30 x 30 cm laid over 20 mm (av.) thick layer of cement mortar

(1:5) including all leads of all construction materials including curing and

filling of all intermediate joints with cement mortar (1:3) etc complete with all

leads and lifts

Sqm 488.00

20 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in

cement concrete (1:3:6) with maximum size of crusher broken stone aggregate

upto 20 mm well graded including all leads of all construction materials

including curing, finishing & form work etc. complete as per specification for:

(a) In bed RM 39.00

(b) In sides RM 44.00

21 Filling of construction joints with sealing compound, including painting the

concrete sleepers below lining and sides of lining panel as per specification

provided in IS: 3384-1986 and all leads of all construction materials including

cost of sealing compound, complete in all respect.

RM 132.00

22 Extra charges for water spray by nozzle on sub grade of canal including bed

and side slopes before laying plain concrete for lining work.

Sqm 1.50

23 Providing and laying cast in situ plain cement concrete M-13.5 grade

(minimum cement content 250 Kg/cum of concrete) for lining, using well

graded crusher broken aggregate of maximum nominal size 20 mm confirming

to IS-383-1970, including proportioning of the ingredients by weigh batching

and mixing by mechanical mixer including finishing of concrete lining, cutting

of grooves for construction joints, water curing in bed and liquid membrane

forming compound for curing lining on side slopes, complete as per

specification with all leads and lifts of construction material complete in all

respect.

(a) In bed for 10 cm Sqm 423.00

(b) in side slope for 10 cm thick Sqm #REF!(b) In bed for 7.5 cm Sqm 327.00

(d) in side slope for 7.50 cm thick Sqm #REF!24 Providing and laying under drainage below canal lining consisting of porus

concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300

mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40

mm size and 50 mm thick layer of sand

Each 75.00

25 Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly

stabilized with cement slurry (1:20) including all leads and lift of material.

Sqm 55.00

26 Providing and laying 75mm thick sand layer on side slope (over clays sub

grade) duly stabilized with cement slurry (1:10) including all leads and lift of

material.

Sqm 60.00

23

Rate S. No. Item

Rate in Rs.Unit

27 Providing and laying CNS (Cohesive non swelling) layer below PCC block /

CC lining in required thickness comprising of clay silt and gravel mixed in

desired ratio including excavation in borrow area / quarry, transportation to

work site with all leads and lifts of all ingredients, mixing homogeneously by

suitable method, laying in layers of 15-20 cm watering and compaction by

mechanical vibro compactor to achieve a density of 98 % of standard proctor's

density including dewatering whenever necessary and complete as per

technical specifications. Ingredients of CNS layers are: -

(i) clay 20% (ii) Silt 35%(iii) Sand 40%(iv) gravel 5% Cum 423.00

28 Providing and laying canal lining with PCC blocks 50 mm thick made of

cement concrete (1:2:4) grade M-15 with aggregate size upto 20 mm crusher

broken including manufacturing of PCC block mechanically vibrated at site in

size of 300 x 300 x 50 mm including all leads and lifts of material,

transportation of blocks from manufacturing site to lining site, laid over 6 mm

thick 1:3 cement mortar filling and smooth finishing of joints laid over 15.5

mm thick sandwich plaster in cement sand mortar 1:3 laid over 12 mm thick

base plaster in cement 1:6 including curing and machinery charges with

mixture vibration etc., complete as per technical specifications

Sqm 375.00

29 Single hydraulic compressed tiles (1:3:6) size 30 x 15 x 4 cm lining consisting

of 12 mm thick plaster in cement mortar (1:6) on sub grade, 16 mm thick

sandwich plaster in cement mortar (1:3) over base plaster with fixing of tiles

in 6 mm thick cement mortar (1:3) including curing etc with all leads and lifts

of material complete as per specification.

(a) In bed. Sqm 443.00

(b) In sides Sqm 456.00

30 Labour charges for laying & spreading of LDPE film of 250 micron on bed

and sides including jointing etc. complete as per specifications excluding cost

of LDPE film and including cost of overlapping and cost of adhesive tape etc.

with transportation charges upto work site complete.

Sqm 24.00

31 P&F precast dense cement concrete (vibro pressed) drains section block of

different size as per approved drawing and design and strength as per IS Code

2185-1979 part – I of grade "D" (5mm2) proper quality of additive/ admixture

like plasticizer etc added to produce high quality and durable drain section

blocks of required shape as per approved design and drawing complete with

fixing and joining in cement mortar 1:4 in proper grade and level complete in

all respect including dressing of earth work and disposal of surplus earth

within 0.5 Km lead .

a. 40 mm thick Sqm 557.00

b. up to 60 mm thick Sqm 672.00

c. up to 80 mm thick Sqm 820.00

32 Labour charges for sandwich plaster of required specification & cement

mortar for sub grade excluding cost of material & mortar mixing

24

Rate S. No. Item

Rate in Rs.Unit

(a) In bed 10 sqm 143.00

(b) In sides 10 sqm 178.00

33 Labour charges for tile masonry in single layer in required specifications

excluding cost of construction material & mortar mixing.

(a) In bed 10 Sqm 217.00

(b) In sides 10 Sqm 271.00

34 Water arrangements including pumping charges if required 10 Sqm 100.00

35 Labour charges for single tile lining complete as per specification excluding

cost of construction material, water & curing charges.

a In bed 10 Sqm 479.00

b In sides 10 Sqm 622.00

36 Labour charges for double tile lining complete as per specification excluding

cost of construction material, water & curing charges.

a In bed 10 Sqm 658.00


37 Labour charges for Brick masonry lining complete as per specifications

excluding cost of construction material, water & curing charges

(a) In bed 10 Sqm 696.00


38 Single tile lining consisting of 12 mm thick plaster in cement mortar (1:6) on

sub-grade, 16 mm thick sandwich plaster in cement mortar (1:3) over base

plaster & 50 mm thick tile masonry in cement mortar (1:3) laid over 6 mm

thick mortar layer in cement mortar (1:3) including curing etc. including all

leads of all construction materials complete as per specifications.

a In bed 10 Sqm 3049.00


39 Double tile lining consisting of first layer of 50 mm thick tile masonry laid in

cement mortar (1:5) over 10 mm thick mortar layer in cement mortar layer in

cement mortar (1:5), 16 mm thick sandwich plaster in cement mortar (1:3)

over first layer of tile, second layer of 50 mm thick tile masonry in cement

mortar (1:3) laid over 6 mm thick cement mortar layer in cement mortar (1:3)

including curing etc. including all leads of all construction materials complete

as per specifications.

a In bed 10 Sqm 4711.00


40 Brick masonry lining consisting of 12 mm thick plaster in cement mortar (1:6)

on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3) over base

plaster & 70 mm thick brick masonry in cement mortar (1:3) laid over 6 mm

thick mortar layer in cement mortar (1:3) including curing etc. including all

leads of construction materials complete as per specifications.

(a) In bed 10 Sqm 3313.00


25

Rate S. No. Item

Rate in Rs.Unit

41 Single P.C.C. block (1:3:6) size 30 x 15 x 4 cm lining consisting of 12 mm

thick plaster in cement mortar (1:6) on sub grade, 16 mm thick sandwich

plaster in cement mortar (1:3) over base plaster with fixing of PCC block in 6

mm thick cement mortar (1:3) including curing and machinery charges with all

leads and lift of materials complete as per specification.

a In bed 10 Sqm 2987.00


42 Double P.C.C. block (1:3:6) 120 mm thick with PCC block size 30 x 15 x 4

cm bottom layer laid in 6 mm thick cement mortar (1:5) over base plaster of 12

mm thick in cement mortar (1:6) & 16 mm thick sandwich plaster in cement

mortar (1:3) & top PCC block laid in 6 mm thick cement mortar (1:3)

including curing and machinery charges with power driven mechanical mixers

and vibrator etc. with all leads and lift of materials complete as per

specification.

a In bed 10 Sqm 4768.00


26

1

2

3

4

5

i

ii

6

7

Total

1 Labour charges for R. R. stone masonry (75 % stones

to be not less than 23 kg) for foundation in cement /

lime mortar (in any proportion) excluding cost of

construction material, mortar mixing & curing

charges.

Cum 820.00

2 Random rubble stone masonry (using R. R. stones

where 75 % stones to be not less than 15 cm in size

in any direction and weighing not less than 23 kg.)

for foundation including curing all leads of all

construction materials including curing etc. complete.

(a) In cement sand mortar 1:3 Cum 3351.00

(b) In cement sand mortar 1:4 Cum 3033.00

(c) In cement sand mortar 1:5 Cum 2851.00

(d) In cement sand mortar 1:6 Cum 2720.00

(e) In cement sand mortar 1:8 Cum 2573.00

3 Labour charges for R.R. stone Masonry Kharanja (75

% stones to be not less than 23 kg) for foundation in

cement mortar (in any proportion) excluding cost of


charges.

Cum 902.00

4 R.R. stone Masonry Kharanja (using R. R. stones

where 75 % stones to be not less than 15 cm in size

in any direction and weighing not less than 23 kg.)

for foundation including all leads of all construction

materials including curing etc. complete in 1: 6

Cement Mortar

Cum 2812.00

Dam weir, wing wall and C.D. works etc.

The masonry above apron level and or from the level where the batter starts.

One full bag of cement is 50 kg by weight and 0.03481 cum by volume (standard).

CHAPTER VIII

MASONRY

NOTES

All rates are inclusive of all taxes, levies, turn over tax, income tax, service tax, sale

tax, octroi, panchayat taxes, royalty, leads of all material and contractor's profit etc.

All rates in this chapter are inclusive of de-watering wherever required.

These rates include lifts up to 5 meters from ground level upward & downward.

The labour rates are inclusive of laying, mixing of mortar by mechanical mixer / lime

miller, all T & P, scaffolding, curing and water charges etc.

Masonry work will be considered as superstructure, for different structures as under :

Canal :- The masonry executed above designed bed level.

In works involving coursed masonry, thickness of 0.5 m per coursed face shall only be

payable as coursed masonry and the rest will be paid as R. R. masonry. The rate is

inclusive of chisel dressing on all the four faces of stones.

S. No. Item UnitRate in Rs

PART A : RANDOM RUBBLE, COURSED /

KHARANJA STONE MASONRY :

27

TotalS. No. Item Unit

Rate in Rs

5 Labour charges for coursed stone / Kharanja masonry

(stones to be more than 20 cm in any direction) for

foundation in cement / lime mortar (in any

proportion) excluding cost of construction material,

mortar mixing & curing charges.

Cum 1365.00

6 Coursed stone / Kharanja masonry (using hammer

dressed stones not less than 20 cm in any direction

and at least 50 % stones to be more than 23 cm in

depth) for foundation (up to 0.5 thickness) including

all leads of all construction materials including curing

etc. complete.





(e) In cement sand mortar 1:8 Cum 4528.00

7 R. R. stone masonry in mud mortar including all

leads of all construction materials.

Cum 1523.00

8 Dry stone masonry including all leads of all


Cum 1106.00

9 Labour charges for R. R. stone masonry (90 % stones

to be more than 37.5 kg) for foundation in cement /

lime mortar (in any proportion) excluding cost of


charges.

Cum 870.00

10 R. R. stone masonry (where 90 % stones weighing

not less than 37.5 kg and no dimension to be less than

23 cm.) for foundation including all leads of all






11 Labour charges for coarsed stone masonry (stones as

described in item no. 12 below) for foundation in

cement / lime mortar (in any proportion) excluding

cost of construction material, mortar mixing & curing

charges.

Cum 1483.00

28


Rate in Rs

12 Coursed stone masonry (using C.R. stone for face

work duly hammer dressed on beds and all sides, the

bed joints and faces chisel dressed for at least 8 cm

back from face and at least 4 cm from sides, height

not less than 25 cm and weighing not less than 50 kg,

50 % stones to have depth more than 45 cm and tail

area not less than half the face area) for foundation

(up to 0.5 m thickness) including all leads of all





13 Add extra over item no. 1 to 12 for

(a) Masonry work in superstructure for Dam and other

works.

Cum 141.00

(b) Thickness of wall upto 30 cm or less Cum 130.00

(c) Each subsequent height of 3.0 metre or part there-of

above initial lift of 5.0 m from ground level (up ward

and down ward) for dam work.

Cum 220.00

(d) Each subsequent height of 3.0 metre or part thereof

above initial lift of 5.0 m from ground level (up ward

and down ward) for other than dam work.

Cum 160.00

14 Labour charges for coursed stone Arch masonry in

cement / lime mortar ( in any proportion ) excluding


charges.

Cum 3185.00

15 Coursed stone Arch masonry ( Using C.R. stones

hammer dressed & size not less tham 20 cm x 20cm x

30cm) including all leads of all construction materials

including curing etc. complete.





16 Labour charges for Brick masonry in cement / lime

mortar ( in any proportion) up to plinth excluding


charges.

Cum 632.00

17 Brick masonry (using well burnt clay bricks of size

230 x 110 x 70 mm, class designation 75 as per

specification) up to plinth including all leads of all


PART B : ARCH MASONARY:

PART C : BRICK MASONRY:

29


Rate in Rs





18 Labour charges for Brick partition wall half brick

width / brick on edge in cement / lime mortar ( in any

proportion) excluding cost of construction material,

mortar mixing & curing charges.

Sqm 156.00

19 Half Brick masonry (using well burnt clay bricks of

size 230 x 110 x 70 mm, class designation 75 as per

specification) for partition wall including all leads

of all construction materials including curing etc.

complete.

(a) In cement sand mortar 1:3 Sqm 523.00

(b) In cement sand mortar 1:4 Sqm 508.00

20 Brick masonry on edge (using well burnt clay bricks

of size 230 x 110 x 70 mm, class designation 75 as

per specification) for partition wall including all

leads of all construction materials including curing

etc. complete.

(a) In cement sand mortar 1:3 Sqm 430.00

(b) In cement sand mortar 1:4 Sqm 415.00

21 Add extra for superstructure brick masonry on item

no 16 & 17

Cum 141.00

22 Add extra if well burnt clay bricks (size 230x110x70

mm)class designation 100 as per specifications are to

be used

(a) Over Item No. 17 Cum 319.00

(b) Over Item No. 19 Sqm 33.00

(c) Over Item No. 20 Sqm 22.00

23 Deduct if comman burnt clay bricks (size

230x110x70 mm) class designation 50 as per

specifications are to be used are to be used.

(a) Over Item No. 17 Cum 362.50

(b) Over Item No. 19 Sqm 37.50

(c) Over Item No. 20 Sqm 25.00

24 Add extra for each subsequent height of 3.0 metre or

part thereof above initial lift of 5.0 m from ground

level (up ward and down ward) over item No 16 & 17

Cum 160.00

30

1

2

3

4

Total

CEMENT PLASTER

1 Plaster in cement sand mortar 1:3 including racking of joints,

smooth finishing & curing etc. complete including all leads

of all construction materials of thickness:

(a) 25 mm Sqm 250.00

(b) 20 mm Sqm 210.00

(c) 12mm Sqm 154.00

(d) 6 mm Sqm 90.00




(a) 25 mm Sqm 235.00

(b) 20 mm Sqm 202.00

(c) 12mm Sqm 145.00




(a) 25 mm Sqm 222.00

(b) 20 mm Sqm 192.00

(c) 12mm Sqm 138.00



of all construction materials , of thickness:

(a) 25 mm Sqm 211.00

(b) 20 mm Sqm 185.00

(c) 12mm Sqm 140.00

5 Add extra over item no 1 to 4 for repairs to plaster including

cutting the patch in a uniform shape, racking preparing

surface of wall, including all leads of all construction

materials complete in all respect.

Sqm 10% of item rate

6 Finishing with neat cement (punning) including cost of

cement and all leads of all construction materials.

Sqm 27.00

7 Add extra over item no 1 to 4 for plaster done over celling. 20%of item rate

8 Add extra over item no 1 to 6 for plaster over spherical or

groin ceiling.

25%of item rate

These rates are at work site inclusive of all leads and also inclusive of all taxes, levies, turn

over tax, income tax, sale tax, octroi, panchayat taxes, royalty, and contractor's profit etc.

CHAPTER - IX

PLASTERING AND POINTING

NOTES

The rates are for complete work including racking of joints, curing, grinding, mixing by

mechanical mixer, finishing, T&P, scaffolding and cost of material.

The rate covers protection of all places and things, requiring protection and cleaning such

places and things of all dropping and splashes of mortar etc.


S. No. Item UnitRate in Rs

31


Rate in Rs

9 Making grooves as per design in plaster 10 mm to 20 mm

wide.

Metre. 6.30

10 Making lining out on plaster to imitate stone or concrete

blocks walling.

Sqm 38.00

11 Add extra over item No. 1 to 4 for height from more than 5

m from base / floor level of structure / building for every

additional height of 3.0 m or part thereof (upward &

downward).

10%of item rate

12 Add extra for plastering on circular work not exceeding 6 m

in radius.

10%of item rate

POINTING

13 Flush or ruled pointing on stone masonry including racking

of joints and curing etc. complete including all leads of all

construction materials in mortar ratio.

(a) In Cement sand mortar 1:3 Sqm 101.00

(b) In Cement sand mortar 1:4 Sqm 98.00

14 Raised and cut pointing on stone masonry including racking

of joints and curing etc. complete including all leads of all

construction materials in mortar ratio.

(a) Cement sand mortar 1:3 Sqm 153.00

(b) Cement sand mortar 1:4 Sqm 149.00

15 Add extra over item No. 13 to 14 for height from more than

5 m from base / floor level of structure / building for every

additional height of 3.0 m or part there-of (upward &

downward).

10% of item rate

( c)

32

NOTES

1

2

3

4

5

6

7

8

9

10

ItemUnit Rate (in

Rs)

1 Side shuttering including propping etc. complete (to achieve

finish F 2 for :

a Block joints of foundation stilling basins buckets, aprons etc. (

non -suspended horizontally laid mass concrete)

Sqm 105.00

b Top or intermediate bed plates, in between masonry or piers,

abutments sluice wells etc.

Sqm 125.00

c Retaining wall up stream or down- stream slope facings of dams

and open faces of construction joints etc.

Sqm 145.00

d Add extra for curved edges or sides of special shapes like baffle

or chute blocks end sills, projected copings, extended sills etc.

Sqm 25%

2 Centering and shuttering for slabs, beams, lintels Columns,

trough with or without caps and base including propping and

remove

Sqm 180.00

3 Add extra for heights above 5 m over item No.2 for each

additional 1 m. height or part therof.

Sqm 16.00

4 Centering and shuttering for piers, galleries, barrels, curved

surfaces arches, circular ducts etc. upto 5.0m height from

base/floor level (To achieve F2 finish)

Sqm 272.00

5 Add extra over item No.4 for centering and shutterring for each

additional 1 m height or part thereof above initial height of

5.0m from base/floor level.

Sqm 17.00

The shuttering shall be removed after required time as per instructions of Engineer- In-

charge and IS: 456

The rates are inclusive of providing plastic or cement mortar cover blocks for

reinforcement and placing thereof at appropriate places properly.

The rates for centering and shuttering are for steel/ply wood shuttering for complete work

including, centering shuttering, nails, nut bolts and other such items required to prevent

bulging or leaking of concrete etc.

CHAPTER -X

CENTERING, SHUTTERING AND R.C.C.

The following rates are inclusive of all taxes, levies, Contractor's profit & royalty etc.

The rates are for complete items including all leads & lifts of material except otherwise

stated.

The basic rate for reinforced cement concrete will be the same as those for plain cement

concrete but an extra provision as per item No.11 shall be allowed to the respective items to

meet additional expenses on account of obstructions in laying and placing of concrete due

to reinforcement.

S.No.

No deduction shall be made for weep holes, grout pipes etc. wherever required to be left in

C.C. and no payment on accounts of extra labour shall be made for leaving such pipes or

holes.

Necessary arrangements for even and safe load distrtibution to ground level and rigidness

of props are inlcusive in the rates for centering and shuttering.

For details of Finishes F1,F2, F3, & F4 please refer Annexure XI


33

ItemUnit Rate (in

Rs)S.No.

6 Centering and shuttering for 2nd stage concrete for F2 finish)

a For vertical blocks outs Sqm 196.00

b For radial/inclined block outs Sqm 235.00

7 Add/Deduct as under

a Add extra on item No.1,2 & 4 in case F3 or F4 finish is required Sqm 25%

b Deduct over item No.1, 2, 4 & 6, if finish F1 is required Sqm 20%

c Deduct over item No.1,2,4 & 6, if shuttering plates are provided

by department

Sqm 25%

d Deduct over 1, 2, 4, & 6 if only propping is to be done

(excluding planking) to provide rigid support to existing

surface.

Sqm 40%

8 a Supply & fixing of copper strip (95% to 98% purity) of 35 cm

wide and 16 gauge in construction joints of RCC works

including cutting, grooving in Z or V shape and gas welding etc.

complete.

R.M. 1976.00

b Supply & fixing 6 mm thick rubber water seal of approved

quality in construction/contraction joints as per drawing

complete in all respect.

(i) 200 mm wide R.M. 385.00

(ii) 305 mm wide R.M. 495.00

c Supply & fixing 6 mm thick PVC water seal of approved quality

in construction/contraction joint as per drawing complete in all

respect.

(i) 200 mm wide R.M. 480.00

(ii) 305 mm wide R.M. 615.00

9 Steel shuttering for precasting R.C.C. members for railing of

bridges with all lifts complete.(Area of railing)

Sqm 266.00

10 a Labour charges for steel reinforcement including bending,

binding, and placing in position all reinforcement as per

drawing including cost of binding wire and all leads and lifts.

Sqm 9.00

b Supplying of M.S. reionforcement including labour charges for

bending binding and placing in position all reinforcement as per

drawing including cost of binding wire and all leads and lifts

using.

I. Plain bars (IS:432-1982) Kg. 58.00

ii Tor or ribbed bars (IS :1786-1985) Kg. 60.00

11 Extra labour charges for obstruction in laying and placing the

reinforced cement concrete due to reinforcement.

a In foundation rafts, beams, columns bases stilling basins,

buckets, aprons etc. (non suspended horizontally laid mass

concrete)

Cum 103.00

b Columns, slabs, cantilevers projections staircases, lintels,

beams, chajjas, Retaining walls, piers, abutments, galleries, arch

covers, bed plates, sluice capstan bases etc.

Cum 145.00

c Aqueduct troughs, siphon conduits, box type sluice barrels,

domes spiral shafts or stair cases ( thin walled section) and ogee

crests, baffle or chute blocks, end sills, buckets, projects coping,

extended sill etc.

Cum 288.00

34

(1)

(2)

(3)

Item UnitRate

in Rs.

Note- These rates for complete job and also includes maintaining

and furnishing of all data, test result and consumption statement in

prescribed formats.

1 a Drilling holes of 35 mm diameter for anchor rods.

i) Upto 1.50 m. depth Meter 104.00

ii) Beyond 1.5 m. for each subsequent metre Meter 146.00

b Labour charges for Fixing of anchor bars in neat cement grout

including cost of cement and curing etc. complete

Each 176.00

c Supply of Tor steel anchor bars of required diameter, length and

shape at site of work complete.

Kg 50.00

2 Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial

hard material like concrete or masonary for consolidation/ curtain

grouting in stages by percussion drilling including cost of drilling

equipment, compressed air, water etc. complete & re-drilling in the

hole through set grout, if required.

a Up to 5 m. depth Meter 633.00

b From 5 to 10 m depth Meter 1029.00

c From 10 to 15 m depth Meter 1292.00

d From 15 to 20 m depth Meter 2384.00

e From 20 to 25 m depth Meter 2722.00

f Beyond 25 m depth Meter 3369.00

3 Drilling more than 48 mm but upto 76 mm dia, holes in all types of

rock or artificial hard material like concrete or masonry for

consolidation/ curtain grouting in stages by percussion drilling

including cost of drilling equipment, compressed air, water etc.

complete and re-drilling in the hole through set grout if required.







S.No.

PART A: FOUNDATION TREATMENT

CHAPTER - XI

FOUNDATION AND SURFACE TREATMENTNOTE:-

Provision of any item of this chapter in an estimate should only be taken after obtaining written

permission of the Superintending Engineer.

These rates are at work site inclusive of all leads and lifts and also inclusive of all taxes, levies,

Contractor's profict and royalty etc.

The rates in this chapter are inclusive of de-watering where ever required.

35

Item UnitRate

in Rs.S.No.

4 Drilling 35 mm to 48 mm dia, holes in over burden hard soil

compacted earth, morrum etc. for consolidation / curtain grouting in

stages by percussion drilling including cost of drilling equipment,

compressed air, water etc. complete and re-drilling in the hole

through set grout if required.







5 Drilling more than 48 mm but upto 76 mm dia, holes in over burden

hard soil compacted earth, morrum etc. for consolidation / curtain

grouting in stages by percussion drilling including cost of drilling

equipment, compressed air, water etc. complete and re-drilling in

the hole through set grout if required.







6 Supplying and lowering into holes and fixing of casing pipes of

suitable diameter to enable drilling of minimum 48 mm dia grout

holes.

Meter 836.00

7 Washing and open flushing of drilled holes by alternate jet of air

and water under pressure prior to pressure washing and flusing or

grout after stage grouting including cost of equipment, compressed

air and etc. complete.

Hole /

Stage

410.00

8 Normal pressure washing of drilled hole in stages in approved

pattern for cleaning of clay, soil and other filler materials from the

seams and joints in the foundation rock by establishing connections

under pressure with air & water including cost of equipment,

accessories compressed air, water, labour, admixtures if any

required etc. complete as per specification.

Hole /

Stage

874.00

9 Grouting of drilled holes minimum 35 mm dia with or without

packers with cement/ clay and or chemicals (in the form of slurry

with water) in prescribed ratio till refusal including cost of grouting

equipment, compressed air and water etc. complete but excluding

cost of cement, clay and chemicals (only dry weight of ingredients

excluding chemicals to be considered ) with a working pressure

upto 15 kg/Cm2 (Dry cement consumption)

M.T. 7337.00

10 Conducting water intake test in test holes under pressure for

determining permeability before or after grouting including cost of

equipment and water etc. complete

Each 858.00

36

Item UnitRate

in Rs.S.No.

11 Add extra if works are performed through drainage gallery

a Over item No.2, 3, 4 & 5 25%

b Over item No. 7, 8 & 9 10%

PART B : PREPARATION OF FOUNDATION AND

SURFACE TREATMENT

12 Preparation of foundation of structure including removal of all

loose stones, silt and final washing.

a By manual labour Sqm 20.00

b By compressed air & water under pressure Sqm 61.00

13 Preparation of surface of existing concrete surface/ masonry in lime

mortar/ cement mortar including removal of organic deposit by

washing with etching compound and use of wet sand blasting and

final washing the surface with air and water jet including cost of all

material and equipment required for the work complete.

Sqm 185.00

14 Prepration of old masonry surfaces before laying of further masonry

or concrete over it by cleaning the surface and mortar joints with

brushing and raking finally, washing by compressed air & water

under pressure.

Sqm 92.00

15 Chipping concrete surface, cleaning the exposed surface of steel

and concrete with wire brush, washing with water complete as per

specifications excluding scaffolding etc.

Sqm 54.00

16 37 mm thick guniting with cement mortar (1:3) on

concrete/masonry surface after proper fixing of 9 gauge welded

mesh size 50 mm x 50 mm of good quality rust free, with anchors/

clamps on surface to be treated, after cleaning the surface and

applying epoxy, Mortar is to be applied with compressor having

base layer of 12mm, and second layer of 25 mm thickness ,

complete as per technical specification.

Sqm 1128.00

17 37 mm thick shotcrete is to be applied after removal of defective

concrete / masonry, cleaning of surface thoroughly, with

compressor having base layer of 12mm, and second layer of 25 mm

thickness in cement concrete (1:2:1) after proper fixing of 9 gauge

welded mesh of good quality rust free of size 50 mm x 50 mm with

anchors / clamps in stone masonry / concrete complete in all

respect. Cement concrete comprising of cement, sand, coarse

aggregate, water and quick setting compound in the proportion

1:2:1, sand and coarse aggregate confirming to IS 383 and table no.

1 of IS;9012 respectively.

Sqm 1300.00

18 Add extra over item No. 16 &17 for each subsequent height 3.00 m

or part there-of above initial lift of 5 m from ground level ( upward

or downward)

Sqm 56.00

37

(1)

(2)

(3)

(4)

Item UnitRate (in

Rs)

1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea,

Julicflora typna etc. on canal and bunds in dry/moist/slushy

conditions including disposal as per instructions of the Engineer-

in-charge. Cost of wood has been deducted from rates and thus

will be property of contractor after cutting.

a Ordinary Sqm 0.70

b Thick Sqm 1.00

c For dowels and outer slopes. Sqm 0.90

2 Cutting and uprooting of trees including removing of roots and

filling of hole, cutting/up rooted would be property of the

department a 7.5 cm to 15 cms girth Each 33.80

b Over 15 cms to 30 cms. girth Each 105.30

c Over30 cms to 45 cms. girth Each 175.50

d Over 45 cms to 60 cms. girth Each 289.90

e Over 60 cms. girth Each 408.20

(If uprooting and removal of roots is not required than 25% of

the above rates will only be payable and if only uprooting is

required to be done 75% of these rates will be paid)

3 Uprooting " Water Hyacinth" (Jal Kumbhi) or similar aquatic

plants in water including re-handling and disposal within lead of

250 m from dam/canal.

a In dam (when boat is to be used) Sqm 7.20

b In canal Sqm 1.40

4 Weed clearance in canal and branches including disposal beyond

canal banks and its burning.

a In dry bed Sqm 0.80

b In pool of water Sqm 2.10

5 Cutting & uprooting of Sarkanda, or Arrows or Jhundas

including disposal as directed by Engineer-in-charge

Sqm 4.70

Provision for item no 23 shall be taken with permission of Superintending Engineer

S.No.

CHAPTER - XII

GENERAL AND MISCELLANEOUS WORKS

NOTE:-

These rates are at work site inclusive of all leads and lifts and also inclusive of all taxes, levies, turn

over tax, income tax, service tax, sales tax, octroi, panchayat tax, Contractor's profit and royalty etc.

The rates in this chapter are inclusive of de-watering wherever required except item 30.

Stem of the trees shall be measured at 1 m above the ground level.

6 Destroying and removal of unwanted perennial aquatic weeds,

leaves complete in all respect in irrigation tanks & canals by

spraying un-harmful chemical, of suggested concentration of

herbicides on cluster of roots/plants and leaves including cost of

herbicides water spray machine and skilled labour with usual

precautions and measures etc. complete (Complete killing will be

considered when roots get affected and degenerated ).

i Dry condition Sqm 1.20

ii In pool of water Sqm 2.10

7 Thoor cutting (thick fencing of thoor) and disposal within initial

lead of 50 meters.

R.M. 7.30

8 Dag belling

a 5 cm to 7.5 cm deep 10 M 7.30

b Over 7.5 cm to 10 cm deep 10 M 9.10

c Over 10 cm to 15 cm deep 10 M 12.00

9 Making new service road 4 to 5 m width including jungle

clearance, cutting of trees upto 10 cms dia, cutting of humps upto

30 cms, height and filling local depressions, making of ramps on

Nallah crossing etc.

a In plain area Km 5613.40

b In semi- hilly area Km 8947.90

c In hilly area Km 12782.90

10 Repair of existing service road including jungle clearance, filling

cuts, depression and dressing etc. complete.

a In plain area Km 2038.40

b In semi- hilly area Km 3057.60

c In hilly area Km 4335.50

11 Making standard type cement gauge including engraving letters

and painting including scaffolding etc.

R.M. 371.80

12 Painting standard type gauge with black, red and white un-

washable paints including cost of material

R.M. 139.10

13 Painting distance mark stone and lettering with light blue white

or yellow un-washable paint including cost of material

Each 81.90

14 Supply of wire crates in required sizes made of hot dipped G.I.

Wire conforming to IS 4826 -1979 having mesh of 15 cm x 15

cm (surface area of crate will be measured) made of wire of 5

mm diameter.

Sqm 156.00

15 Filling crates with stone in position at site including supplying

and hinging with G.I. Wire 5 mm dia, hot dipped complete in all

respects including cost of stones also.(Including cost of crates)

Cum 991.00

16 a Providing and fixing 200 mm dia Porous drain with precast

cement aggregate (1:4.5) blocks 0.60 m x 0.60 m x 0.30 m in two

pieces complete.

Metre 1685.00

b Deduct if natural aggregate is used in place of crusher broken

aggregate

Metre 61.00

17 Providing and laying cement concrete coping in (1:2:4) with

maximum size of crusher broken aggregate upto 20 mm

including shuttering etc. with all leads of material complete in all

respect in thickness of:

a 75 mm Sqm 293.00

b 50 mm Sqm 195.00

18 Labour charges for fixing of anchor bars in masonry Each 8.00

19 Supply and fixing of sluice/regulator gates using MS plates,

channels, tees, angles, girders etc. of given size an design having

suitable brass/ gun metal lining, rubber selas etc. and desired rod

length, capstan head, clamps keys, wire ropes, ladders, supports,

etc. complete (excluding civil wortks) including painting with

red-ixide paint & delivery at site (size upto 1 sqm)

Kg 83.00

a Add extra if worm gears are to be provided in the capstan Kg 6.00

b Add extra if counter weight type design is followed Kg 6.00

c Add extra if the opening size is greater than 1 sqm but upto 3

sqm (Drawing and design shall also be supplied by supplier, for

gates having size more than 1.00 sqm)

Kg 2.00

d Add extra, if the opening size is greater than 3 sqm requiring

heavy channel/girders.

Kg 6.00

20 Labour charges for fixing sluice gate including rod clamps &

head posts etc. complete for new & old tanks.

a Gate size upto 1 sqm Each 1355.00

b. Extra for every additional square meter of gates size including

rod clamps and head posts etc. complete

Each 985.00

21 Labour charges for fixing of canal regulator gates complete

including rod, clamps and head posts etc.

a Gate size upto 1 sqm Each 740.00

b Extra for every additional square metre of gate size including rod

clamps and head posts etc. complete.

Each 620.00

22 A Labour charges and necessary material & machine required for

repair of gates of, canal escape, canal regulator, sluice well etc at

site including oiling and greasing with material etc. complete.

Each

structure

7000.00

(a) Add extra for repair of following components of gate

i Post for lifting arrangements Each 500

ii Brass Chak nut for lifting Each 50

iii Covering plates, pin for shaft & gate, key for opening and closing

of gate

Each 200

iv Shaft with thread cutting complete Each 500

v Fixing Bracket for shaft Each 250

vi Removal of shaft bend Each 300

(b) Add extra over labour charges as in item no 22(a) for

replacement if necessary for following components of gate.

i Post for lifting arrangements kg 83.00

ii Brass Chak nut for lifting kg 450.00

iii Covering plates, pin for shaft & gate, key for opening and closing

of gate

kg 83.00

iv Shaft with thread cutting complete kg 83.00

v Fixing Bracket for shaft kg 83.00

vi Removal of shaft bend kg 83.00

22 B Oiling and greasing of mannually operated gate system of , canal

escape, canal regulator, sluice well etc at site including labour

charges, material and conveyance charges etc. complete in all

respect for smooth operation of gates.

i) For one gate per site Each gate 750.00

ii) Two gate per site Each gate 650.00

ii) More than two gate per site Each gate 600.00

23 Painting red oxide two coat after rubbing/ scrubbing/ derusting

old surfaces of gates, channels, posts etc. with wire brush / duster

and applying two coat rubber paint including material, labour and

scaffolding required complete in all respect.

Per sqm 450.00

24 Supply and fixing in position of APM block made of C.I. as per

standard specification with adjustable arrangement and required

fixtures including transportation to site second stage concerning

in C.C. (1:2:4) centering shuttering painting with red oxide

finishing etc. complete in all respect cost of APM block (all size)

per block

Per block 8500.00

Note: APM block will be fixed in C.C. after adjusdting throat

with as per requirement and as per direction of Engineer-

incharge.25 Add extra over items of cement plaster/ cement

concrete/cc.lining/cc flooring or RCC for providing and mixing

try angular synthetic fibre 6/12 mm long -recron- 3S @ 0.25%

(125 gram per 50 kg of cement) or in ratio of as specified by

manufacturer specification and direction of Engineer in charge

with all leads and lifts.

per pack of

125 gm

60.00

26 Labour charges for fixing stone patties/ lintals duly approved in

cement sand mortar (1:3) and pointing underneath with cement

sand mortar (1:3) for clear span up to 3.5 m of thickness.

a Upto 8 cm Sqm 129.00

b Above 8 cm Sqm 213.00

27 Providing & filling joints with sealing compound and coarse

sand with bitumen of grade 85/25 (6% by weight)

Metre per cm

depth.

11.00

28 Providing bitumen joints filter sheet conforming to IS: 1838-

1983a 12 mm Sqm 499.00

b 20 mm Sqm 599.00

c 25 mm Sqm 699.00

29 Supplying & fixing in position true to line and level elastomeric

neoprene bearings as per approved drawing and specifications

conforming to IRC-83 (Part -II) 1987.

Cubic cm 1.00

30 Supplying & fixing in position MS precision machined finger

type expansion joints as per approved detailed drawing and

specification conforming to standard drawing of MOST BD/I-69

A.

Kg 623.00

31 Supplying filling and stitching of empty bags of capacity 50 kg

per bag, with earth available at site, weight not less than 40 kg.

including excavation etc. complete.

a Jute bag Each 21.00

b Plastic bag Each 11.00

32 Labour charges for making coffer dam/ring bund by loading

transporting earth filled cement bags dropping at required

locations in water including all leads and lifts complete

excluding cost of empty cement bags.

bag 15.00

33 Providing, laying and fixing in position RCC spun or hume pipe

with collars (ISI 458-2003) in required size packed in gasket for

hume or spun yarn & neatly finished with rich grout of cement

mortar 1:3 perfectly air tight including testing of joints.

Description Unit Rate in Rs

(diametre)

NP-2 NP-3 NP-4

80 mm R.M. 145.00 150.00 157.00

100mm RM 145.00 160.00 169.00

150mm RM 203.00 212.00 228.00

200mm RM 247.00 286.00 320.00

225mm RM 262.00 317.00 338.00

300mm RM 522.00 716.00 786.00

450mm RM 872.00 1717.00 1862.00

600mm RM 1214.00 2250.00 2700.00

900mm RM 2900.00 4774.00 5727.00

1000mm RM 3277.00 6088.00 6760.00

1200mm RM 4514.00 7875.00 9763.00

34 Providing, laying and fixing in position RCC spun or PVC pipe (

4 Kg/ sq.cm As per ISI 4985) with with socket including all

fittings in required size packed perfectly air tight including

testing of joints.

193.00

213.00

370.00

405.00

63.00

105.00

129.00

129.00

503.00

Note: Non ISI mark pipe but manufactured as per ISI deduct 20%

Labour Charges only

63.00

63.00

Description Unit Rate in Rs

(diametre)

75 mm R.M. 85

100mm RM 155.00

160mm RM 325.00

35 De-watering by pumping all water to maintain desired water

level including cost of P.O.L./Power consumption etc. complete.

a 5 to 9 HP Per hr 109.00

b 10 to 19 HP Per hr 140.00

c 20 to 30 HP Per hr 151.00

1. This item is payable for operation & maintenance works only.

2. Rate of pumping hour shall take into account actual output and

standard output ratio as these rates are for standard output.

36 (a) Numbering of trees including identification for compensation,

making surface for numbering in size 15x15 cm and making /

writing / appropriate indicated number by black enamel paint of

approved quality including cost of paint, brush, T&P etc.

Each 30.00

(b) Numbering of trees and painting after peeling the bark making

surface for numbering in size 8 x 10 cm making / writing /

appropriate indicated number by black enamel paint of approved

quality including cost of paint, brush, T&P etc.

Each 1.40

37 Operation & controlling including watch & ward of Head /

Cross regulator gates for Feeder/main canal / distributory.

Per day three sift (24 hr.)

i) Where ever there is head cum cross regulator, no separate staff

woul be taken.

ii) If two head/ cross regulator are within 1 km reach, no separate

staff would be taken.

Each 567.00

38 Regulation & patrolling of Feeder/ Main / Branch/ Distributory

and Minor canals of canal irrigation projects for every 2 Km.

Per day (24

hr.)

378.00

39 Regulation & patrolling of canals of major, medium and minor

dams during irrigation period Per day (24 hr.) per 2 km.

per day (24

hr.)

567.00

40 Handling of stores including watch and ward of stores (per day

of 24 hours)

per day 567.00

41 Watch & ward of office building after office hours. per day 378.00

42 Watch & ward of irrigation colonies campus houses with or

without office buildings.

per day 567.00

Note:-

43 Cleaning of irrigation colonies campus road and road side drains

with or without office buildings.

Per Month 1210.00

44 Watch & ward of irrigation rest houses II class building Per day 378.00

45 Maintenance and upkeep of plants, trees, lawn and other flower

pots placed around to view point complex including watering etc.

complete.

Per day 465.00

46 Supplying, laying, jointing, testing commissioning, designing &

planning of buried HDPE pipe net work with Hasti/REI/Jain

Irrigation system or equivalent as per IS including construction

of nakka as per design including all fittings and material at every

8- 8.85 ha. or less area including excavation, refilling and

disposal of extra excavated material. The rates are inclusive of

lead & lift material and also inclusive of all kind of taxes, levies,

turnover tax, service tax, income tax, octroi, vat, panchayat tax,

royalty & contractor profit.

Per ha. of

CCA.

13538.00

47 Fixing of Distance stone in 30x30x30 cm pit excavated in all

type of strata and back filling with cement concrete (1:4:8)

projected 10 cm above ground level well finished and properly

cured.

Each 108.00

Measuring devices

48 supply and fixing at site (except civil work required) for accurate

measurement of flowing water through channels of calibrated

pre-fabricated fibre-glass reinforced plastic (FRP) moulded

cut throat flume without any joint, accurate in dimensions and

having accuracy of + 1 mm smooth & uniform surface with 0.013

as value of rougosity, inside blue outside gray colour, with

engraved gauge marking in cm and litre per second & engraved

discharge table showing calculation discharge variation at every

0.10 cm and flow measured at submerged condition etc. complete

in all respect. The flumes shall consist from M.S. pipe frame

embaded in moulding, light in weight and easy in handling

including stiffeners hold fast, sand treatment on the back side of

flume etc. complete. Channel discharge in Cusec

Up to 1 cusec, 3 mm thick Each 4240











Up to 25 cusec, 5 mm +-1mm thick Each 91430










Parshall Flume, accurate in dimensions and having accuracy of

+ 1 mm smooth & uniform surface with 0.013 as value of

rougosity, inside blue outside gray colour, with engraved gauge

marking in cm and litre per second & engraved discharge table

showing calculation discharge variation at every 0.20 cm and

flow measured at submerged condition etc. complete in all

respect. The flumes shall consist from M.S. pipe frame embaded

in moulding, assemble dissemble system for easy in handling /

transportation including stiffeners hold fast, sand treatment on

the back side of flume etc. complete.

Channel discharge in Cusec















V Notch as per IS: 9108:1979 accurate in dimensions and

having accuracy of + 1 mm, with engraved gauge marking in cm

and litre per second & engraved discharge table showing

calculation discharge variation at every 0.10 cm and flow

measured at submerged condition etc. complete in all respect.

Drain discharge in Lit / sec

15 Lit / sec 9100

30 Lit / sec 14280

45 Lit / sec 16090

60 Lit / sec 19300

90 Lit / sec 24530

120 Lit / sec 31080

51 Supply of fibreglass reinforced plastic ( FRP) Gauge plate for

accurate measurement of water level, moulded and sandwiched

with MS strip both side finish, front side engraved and molded

computerized marking of bands and figures covered in radium,

eye pleasent colour combination, laminated with high abrasioj

grade polyurethane , provision of MS pressed channel for gauge

plate more than 60 cm width etc., complete as directed.

10 cm wide P RMT 4130



52 Annual charges for boating in Irrigation reservoirs

A For Tourist recreation on commercial basis.

a Up to 2 seater boats all types Per Year 7500

b Up to 4 seater boats all types Per Year 15000

c Up to 20 seater boats

i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 25000

ii. Driven by all other types Per Year 50000

d More than 20 seater boats



e Application Charges for Item 51 A (Non Refundable)

i. For Cooperative society/Govt & Semi Govt. Department 500

ii. For Private Persons 1000

iii. For Registered Private Firms 1500

B For recreation, transportation of Occupants of hotel by

registered firms/hotels

a Up to 2 seater boats all types Per Year 10000

b Up to 4 seater boats all types Per Year 25000

c Up to 20 seater boats



d More than 20 seater boats



e Application Charges for Item 51 B (Non Refundable)

i. For Registered Private Firms/Hotels 3000

C For fishing purpose Per Boat 200

Application Charges for Item 51 C (Non Refundable) 100

i. For Cooperative society/Govt & Semi Govt. Department

ii. For Private Persons

iii. For Registered Private Firms

D For transportation of Goods & other purpose other than A,B & C

above

i. Government /semi government department Per ton

Capacity

5000

i. For Registered Private Firms/Hotels Per ton

Capacity

10000

Application Charges for Item 51 D (Non Refundable)

i. For Govt & Semi Govt. Department 500

ii. For Registered Private Firms/Hotels 1000

53 Photography or Video shooting on irrigation structures /

Reservoirs / Encroachment on department land / Illegal irrigation

practice at site etc. for documentary or reporting to higher

officers including soft copy of photography/ videography.

(without conveyance)

Per Day 2750

Photo Print 6" x 4" Each 20

Corrected on 30.07.2014

Rate of 2009

0.5

0.8

0.7

26

81

135

223

314

5.5

1.1

0.6

1.6

3.6

0.9

1.6

5.6

5.6

7

9.2

4318

6883

9833

1568

2352

3335

286

107

63

120

750 85

5.6

4

4

1.6

4

1084

788

591

494

6800

6800

48

86

142

7

399

479

559

0.7

498

13

6.3

9

45.00

45.00

45.00

75.00

92.00

92.00

138.00

152.00

264.00

289.00

359.00

87

112

121

23

1.1

336

112

168

420

224

358

10830 12346.2

111.8

Previous

rate 10% Hike

Rete

quotation

3850 4235

9450 10395 13074

13890 15279

17050 18755 15409

32506 35756.6

33200 36520

35070 38577 43376

40400 44440

46830 51513 48081

48900 53790

56800 62480 57493

79500 87450 95839

82680 90948 98494

91990 101189 1123324

108420 119262 119247

117820 129602 129621

145097.3 136443

159303.8 146908

Rate

quotation

355652

379016

680801

698142

714845

756575

1249974

1333781

1413522

1468458

1535534

Rete

quotation

9578

15028

16931

20314

25811

32715

4345

5318

8234

5000

10000

15000

45000

25000

75000

500

1000

1500

3000

10000

25000

75000

50000

150000

3000

200

100

5000

10000

500

1000

10000

1

2

3

4

Item UnitRate

( in Rs)

1 Demolishing lime concrete and disposal of material within

50 m lead, inclusive of de-watering wherever required.

Cum 156.00

2 Dismantling cement concrete including disposal of material

within 50 m lead, inclusive of de-watering wherever

required.

Cum 264.00

3 Demolishing of reinforced concrete including stacking of

useable material and disposal of unuseable material within

50 m lead inclusive of de-watering wherever required.

Cum 428.00

4 Demolishing brick work in ement mortar including stacking

of useable material & disposal of unuseable material within

50 m lead inclusive of de-watering wherever required.

Cum 122.00

5 Demolishing stone rubble masonry including stacking of

useable material and disposal of unuseable material within

50 meters lead inclusive of de-watering wherever required.

a In lime mortar Cum 140.00

b In cement mortar Cum 188.00

6 Dismantling old plaster or skirting, racking out joints and

cleaning the surface for plaster including disposal of rubbish

to the dumping ground within 50 m lead, inclusive of de-

watering wherever required.

Sqm 9.00

7 Dismantling of masonry with care inclusive of de-watering

wherever required

a Dry stone masonry or pitching Cum 45.00

b Stone masonry in mud Cum 62.00

8 Add extra for all type of dismantling work for height more

than 5 m from ground level for every additional height of 3.0

m or part there-of.

20%

9 Dismantling cement concrete lining including disposal of

material within 50 m lead, inclusive of de-watering

wherever required. of thickness

a 10.0 cm Sqm 26.00

b 7.50 cm Sqm 20.00

c 5.0 cm Sqm 13.00


S.No.

CHAPTER -XIII

DISMANTLING & DEMOLISHING WORKS

NOTES:-

The rates given are for dismantling of good quality work. For dismantling poor quality or

weathered; weakened work the rates will be reduced by 30%.

Useable material from dismentalling of stone masonry will have to be properly

stacked/deposited.

The rates are inclusive of all taxes, levies, royalty, leads of all material and contractor's profit

etc.

47

20%

1

2

Item UnitRate

(in Rs)

1 a 180 cm high fencing with angle iron post 55 x 55 x 6 mm placed

at every 3 m apart 45 cm in ground embedded in cement concrete

1:3:6 (30 x30x60 cm) corner and every tenth post to be strutted

with 55x55x6 mm angle iron provided with 6 horizontal lines and

two diagonals of black barbed wire between two posts fitted and

fixed with G.I. staples including earth work in excavation etc.

complete inclusive of de-watering wherever required.

Meter 403.00

336.00

b 150 cm high fencing with angle iron post 50x50 x6 mm placed at

every 3 m apart 30 cm in ground embedded in cement

concrete1:3:6 (30 x30x45 cm) corner and every tenth post to be

strutted with 50x50x6 mm angle iron provided with 6 horizontal

lines and two diagonals of black barbed wire between two posts

fitted and fixed with G.I.staples including earth work in

excavation etc. complete inclusive of dewatering wherever

required.

Meter 377.00

314.00

2 150 cm high fencing of pre-cast R.C. posts of 15 cm x 15 cm

tapered to 10x10 cm.at top placed at every 3 m. apart 30 cm in

ground embedded in cement concrete 1:3:6 (30x30x45 cm) corner

and every tenth posts to be strutted with same R.C. posts provided

with 6 horizontal line & two diagonals of black barbed wire

between the two posts fitted and fixed with G.I. staples including

earth work in excavation etc. complete inclusive of de-watering

wherever required.

Meter 232.00

193.00

3 Add or deduct for each wire line on item No.1 & 2 Meter 7.00 6.00

4 Add or deduct for additional or less height per 10 cm. on item

No.1 &2Meter 18.00

15.00

5 Add for using galvanized barbed wire instead of black barbed

wire.

Meter 2.40 2.00

The rates in this chapter are inclusive of dewatering wherever required.

S.No.

CHAPTER XIV

FENCING AND DEMARCATION WORKS.

NOTES-

The rates are inclusive of all taxes, levies, royalty, leads of all material and contractor's profit

etc.

6 Supplying & fixing of chain link fencing with angle iron post

50x50x6 mm placed at every 3 m apart 30 cm in ground

embedded in cement concrete 1:3:6 (30x30x45 cm) corner and

every tenth post to be strutted with 50x50x6 mm angle iron

provided and fixed & fitted with post including earth work in

excavation etc. inclusive of dewatering wherever required

complete with chain link size.

a 50 mm x50mmx3.15 mm Sqm 481.00 401.00

b 75mmx75mmx3.15 mm Sqm 414.00 345.00

c 100mmx100mmx3.15mm Sqm 354.00 295.00

7 Thoor fencing by planting individual Thoors in 75 to 100 mm

diameter and 200 mm deep holes excavated 225 mm apart along

the given line including cost of carriage of Thoors as well as its

protection for a period of 21 days till it catches up roots complete.

Meter 43.00

36.00

8 Supply of well dressed stone or RCC (1:2:4) ratio with 2%

reinforcement) boundary/ demarcation posts 15x15 cm in section

and 75 cm in height in top rounded to semi-circular shape in two

sides including engraving given logo/ word/ letter in Hindi or

English (like canal boundary/Water Resources dept. etc.) while

casting and fixing these stones in:

a 30x30x45 cm pit excavated in all type of strata and back filling

the same well compacted.Each 247.00

206.00

b 30x30x45 cm pit excavated in all type of strata and back filling

with concrete (1:4:8) using natural aggregate projected 10 cm

above ground level well finished and properly cured.

Each 332.00

277.00

c 60 cm diameter and 50 cm deep pit excavated in all types of strata

with taper shape (1:3:6) concrete using 20 mm size crusher broken

stone aggregate, bottom dia 60 cm including 10 cm above ground

level) well finished complete including curing

Each 407.00

339.00

9 Deduct in item No.(8) above when 10x10x60 cm size well dressed

stone or pre-cast R.C.C. posts are to be used.Each 68.00

57.00

1

S.

No

.

Item UnitRate (in

Rs)

1 Double levelling with compass, survey, chaining pegging for survey of

dam axis, base line canal alignment.

a In hilly area Km 1250.00

b In semi hilly area Km 940.00

c In plain area Km 535.00

2 Single levelling with compass, survey, chaining pegging for survey

work of crosses etc.




3 Fly levelling by single levelling




4 Double levelling for transfer of bench mark etc.




5 Construction of Pucca bench mark mutton of size 30x30x75 cm in

cement concrete (1:3:6) with maximum aggregate size of 40 mm with

75 cm long MS angle , size 25x25x5 mm embedded including curing

transportation and fixing at site etc. complete with all leads & lifts.

Each

500.00

6 Construction of Pucca bench mark mutton of size 30x30x75 cm in RR

stone masonry in cement mortar(1:6) plastered on exposed surface with

cement mortar (1:6) in 25 mm thickness.

Each

425.00

7 Supply of 3 cm x 3 cm x 30 cm size wooden pegs (Babul, mango or

teak wood etc.)Each

8.00

8 Boring NX dia, hole with diamond coring bits including taking out of

core and arranging etc. core in proper order in core boxes including

cost of core boxes. as per relevant I.S. code of practice.

a In over burden including boulders Per metre 1140.00

b In stratified soft rock such as Phylite, lime stone of softer quality and

compatible rock

Per metre 1375.00

c In sand stone and harder variety of lime stone Per metre 1700.00

d In soft granite and quartzite rocks Per metre 5470.00

e In hard granite and quartzite rocks Per metre 10175.00

f In dam masonry with softer quality of stone Per metre 2085.00

g In dam masonry with harder quality of stone Per metre 5660.00

9 Boring NX dia, hole with non coring bits in over burden including

boulders

Per metre 950.00

CHAPTER -XV

SURVEY & INVESTIGATION

NOTES.

The rates are inclusive of all taxes, levies, royalty, service tax if applicable, leads of all material required

and contractor's profit etc.

50

S.

No

.

Item UnitRate (in

Rs)

10 Water testing of NX bore holes for permeability Per metre 790.00

11 a Preparation of Jamabandi Per 100

Khasra

210.00

b Preparation of Khasra Per 100

Khasra

150.00

12 Tracing of Sajra Maps

a On lattha cloth Per 100

Khasra

110.00

b On tracing paper Per 100

Khasra

100.00

13 To conduct submergence survey with total station instrument and

prepare 0.50 m interval contour plan including all ancillary works as

described in specifications and conditions of contract.

(a) On Shajra map with marking of existing FRL, MWL, MDDL contours

and dam alignment. Prepare area-elevation and storage -elevation

curves and tables.

Ha. 225.00

(b) Traversing of the catchment area and marking of interceptions

encroachment with calculation of free and intercepted catchments.

Marking of main Nallah and feeders on 1:25000 toposheet including

drawing of L section and X-section of feeders at every 100 m

interval. Listing of distress spots on feeders and properties

(house/well/walls coming under submergence up to existing MWL)

Sq km 2390.00

14 Preparation of L- section along u/s toe, top of embankment and d/s

toe line of existing dam with drawing of X-sections at every 30 m

interval, indicating location and extent of pitching, sluice, face wall,

filter toe, berms. Listing of visible distress in dam -section and spill

and sluice arrangements. Drawing of plan and section at elevation of

existing spill arrangement (overflow/by wash) showing details of d/s

protection works/aprons with block level plan at 10 m grid

covering area 50 m u/s and 100 m d/s. Drawing of plan and sectional

elevation of existing sluice, indicating u/s approach well, barrel and

d/s toe wall up to joining of main canal indicating gate/operation

system arrangement.

(a) Height of Dam less than 10 meter from lowest nalla bed ( For

existing Dam)Km 6400.00

(b) Height of Dam more than 10 meter from lowest nalla bed ( For

existing Dam)Km 9600.00

© For new work of Dam survey above rates to be reduced Km by 25 %

51

S.

No

.

Item UnitRate (in

Rs)

15 Survey with total station instrument and preparation of L - section

and X-section at every 10 m interval, X-section should extend on

both side up to 5m to 20m beyond of bank toe/borrow area. The

location of C.D. works direct out lets (with size & nos.) / cuts,

regulations and existing lining (type and extent) be marked (this shall

be done separately for each main canal, branches/minors/sub minors).

Listing of present status of existing structures and lining reaches

indicating visible distress conditions complete in all respect with

material including jungle clearance required for survey work. digital

plotting of drawings with scale 1:2500 (H) and 1:100 (V) for L-

sections and 1:100 (H&V) for cross sections for main canal / branches

and 1:50 for distributaries and minor/sub-minors including all

ancillary works as described in specifications and conditions of

contract.

(a) For Existing canal having discharge up to 10 cusec Km 3950.00

(b) For Existing canal having discharge 11 to 25 cusec Km 4345.00

(c) For Existing canal having discharge 26 to 100 cusec Km 4800.00

(d) For Existing canal having discharge 101 to 200 cusec Km 5760.00

(e) For Existing canal having discharge 201 to 500 cusec Km 7488.00

(f) For Existing canal having discharge more than 500 cusec Km 12000.00

(g) For new work of Canal survey above rates to be reduced by Km by 25 %

16 (a) Survey of command area with total station instrument and plotting of

contours at 50 cm interval on Shajra map at 30m grid indicating

existing alignment of complete distribution system from main canal

to water course with marking of existing Chak boundaries and out

lets / Nakka points. Traverse and marking of actual irrigated area on

Shajra Plan covered by existing distribution system along with area

under irrigation through lift from canal and submergence. Preparation

of existing Chak wise Khasra list of entire submergence,

command area receiving irrigation from tank submergence, command

area receiving irrigation from tank system complete in all respect

with material including all ancillary works as described in

specifications and conditions of contract.

Ha. 325.00

(b) To conduct revised Chak planning (Where required) including re-

alignment of water course and re-shifting the location of existing

outlets and preparations of revised Chak Khasra list with marking

on the command area plan complete in all respect with material .

Ha. 400.00

17 Procurement /collection of soil samples and filling in containers/boxes

and transporting from site to laboratory for testing with all leads & lift

complete including all charges and indicating location of borrow area

on Index Map.

Per Sample 300.00

52

S.

No

.

Item UnitRate (in

Rs)

18 Procurement /collection of construction material like sand aggregate

stone, brick, water etc and filling in containers/boxes transporting from

site/source/quarry to laboratory for testing with all leads & and lift

complete including all charges and indicating location of source/quarry

on Index-Map.

Per Sample 375.00

19 Geological investigation (where directed) Checking of retrogression

below spill arrangement and suggesting remedial measures for control

of excessive seepage from foundation or body of the dam by the

Geological expert having experience more than 15 years and

submission of final report.

Per day 3290.00

20 (a) Water Sector Engineering Expert having experience more than 25 years

for providing expert opinion on Civil / Mechanical / Electrical &

Electronics, Engineering aspects regarding Dam, Gates, Canal

Rehabilitation, Network Planning, Water Management, Hydrology,

suggesting remedial measures and submission of inspection report and

drawings where ever necessary.

Per day 4500.00

(b) Water Sector Engineering Expert (along with GIS operator) having

experience more than 25 years in engineering field, for providing

expert opinion on use of GIS software in canal Network Planning,

Water Management, Hydrology and submitting detailed task report and

presentation of report.

Per day 5500.00

© Social Scientist having field experience of 10 year to monitor/ conduct

and analyse the socio - economic - demographic data of the benefitted /

affected villages and to prepare report of social impact assesment study

or social management plan.

Per day 1500.00

20 Computing weighted rainfall by utilizing the data collected for 20 to 50

years. Preparation of Thiessen polygon and computing weighted

average rainfall, computing yield from the catchment and comparing

with available storage and if modification required be suggested.

Each

Project5000.00

21 Computation of peak flood, checking of the adequacy of flood

discharge, capacity of existing spill arrangement. In case of existing

spill arrangements are found inadequate, the alternative proposals for

increasing spill capacity without changing the existing MWL or

encroaching the free board be suggested.

Each

Project5000.00

22 Based on the existing cropping pattern, water availability, suitable

percentage of cropping pattern to be suggested after getting approval

from District Agriculture officer and crop water requirement data /

water allowances, finalize the duty and computing B.C. Ratio of the

Project

Each

Project11200.00

23 Preparation of draw-off statement/design of canal section and all

structures and if modification needed anywhere be suggested and

incorporating it in preparation of draw-off statement, design, drawing

etc for complete canal system in all respect with material

Km 2875.00

53

S.

No

.

Item UnitRate (in

Rs)

24 Conducting a joint meeting and walk through survey with department,

WUA and E&M consultant computing the list of works required to be

executed for improvement of overall irrigation efficiency and

finalization of the list in general body meeting of WUA and tentative

rehabilitation (remedial and improvement measures be suggested for

preparation of Draft Detailed Project Report).

Each

Project14500.00

25 Preparation and submission of the Draft Detailed Project Report to

department on good quality papers, excellent printed and bonded set

including all technical features design, drawings, cost estimates etc.

complete in all respect as per guide lines of department in original sets

Three Sets 25000.00

26 Preparation and submission of final Detailed Project Report including

suggestion made by E&M consultant and department in original copies

in three sets.

Three Sets 20000.00

27 Hire charges of total station instrument with operator and staff for

topography survey , command area survey, canal survey, dam survey

etc. and collection of data, plotting the details on digital map of area in

layers, and developing contours where ever required as directed by

engineer in charge; including supply of detailed drawings in

appropriate scale in soft copy & Hard copy complete in all respect.

These rates are including all types of taxes applicable.

Per Day 3750.00

Survey work using Total Station instrument and preparation of Block

level plan, for planning of dam/ canal alignment and superimposing it

on digitalized sajra map and developing contours at interval desired by (i) In hilly / semi hilly area - Block level to be taken @ 10 meter grid / Ha 325.00

(ii) In Plain area - Block level to be taken @ 30 meter grid / Ha 180.00

Planning of tentative allignment for Dam/ Canal on contoured sajra

map and transferring it on ground and taking Levels by double levelling

for L-section and by auto level for X-section, Developing of L-section (i) In hilly / semi hilly area - Levels for L-section & X-section to be

taken 2 interval 5 meter.

Per Km 9600.00

(ii) In Plain area - Levels for L-section & X-section to be taken 2

interval 15 meter.

Per Km 6400.00

29

28

54

NOTES:

1

2

3

I

ii

iii

iv

4

5

ItemCategory of

houses.Unit

Rate

(in Rs)

Increase/

decrease in rates

for 5 cm ht.or

part thereof.

1 Single country tile roofing resting

over brick masonry in mud mortar for

standard height 2.85 m.

(a) Complete rate A Per sqm of

plinth area

2039.00 19.00

(b) Without wood work Per sqm of

plinth area

1873.00 19.00

( c) Without wood work & roofing Per sqm of

plinth area

1652.00 19.00


over stone masonry in mud mortar for

standard height 2.85 m

(a) Complete rate B Per sqm of

plinth area

1193.00 8.00

(b) Without wood work Per sqm of

plinth area

1031.00 8.00

( c) Without wood work & roofing Per sqm of

plinth area

814.00 8.00


over mud walls for standard height

2.15 m.

(a) Complete rate C Per sqm 767.00 6.00

(b) Without wood work Per sqm 690.00 6.00

( c) Without wood work & roofing Per sqm 345.00 6.00

4 Veranda type house Kālu roofing

resting on wooden post

D Per sqm 402.00

Rate for compensation of item No.1 to 11 is for following specifications

CHAPTER -XVI

COMPENSATION OF PROPERTIES

PART A : COMPENSATION OF KATCHA HOUSES

The owners shall be allowed to lift the usable material and trees free of cost.

Payment of compensation of Pucca house to be taken up from other relevant chapter of BSR by

measurement of individual item exist in house.

S.No.

Mud flooring

Mud plastered walls.

Frame work of M.P. Teak wood Grade-II

Wood work shutters of Babool/country wood.

The awards issued prior to issue of this BSR shall not be affected.

These rates of compensation shall be applicable on properties for which Gazzette notification

under relevant section of prevaling Land Acquisition Act published after issuance of this BSR.

55

ItemCategory of

houses.Unit

Rate

(in Rs)

Increase/

decrease in rates

for 5 cm ht.or

part thereof.

S.No.

5 Veranda type house without kelu

roofing with foundations and resting

on wooden port.

(a) Complete rate E Per sqm 378.00

(b) Without roofing Per sqm 140.00

6 Veranda type house without kelu

roofing without foundations and

resting on wooden port.

(a) Complete rate Per sqm 282.00

(b) Without roofing Per sqm 77.00

7 15 cm thick mud roofing with mud

plaster over 10x10 cm size country

wood girder (spacing 80 cm c/c)and

plain country wood planks of

thickness 25 mm.

Per sqm 716.00

8 Mud mortar walls Chabutra one side

attached with main house wall with

standard height of 50 cm

Per sqm 111.00 8.00

9 Mud mortar walls Chabutra with four

independent wall with standard height

of 50 cm.

Per sqm 139.00 10.00

10 Mud wall in mud mortar for boundary

walls of thickness 15 cm. To 22.50

cm with standard height of 1.50 m

from G.L.

Per RM 282.00 8.00

11 Mud wall in mud mortar for boundary

wall of thickness 22.50 cm to 30.00

cm with standard height of 1.50 m

from G.L.

Per RM 333.00 10.00

12 Compensation of Katcha house of

mud/dry stone wall with stone Patti

roofing resting over mud/dry stone

walls in mud/mortar for height of 2.85

m

a With wood work Per sqm of

plinth area

1573.00 6.00

b Without wood work Per sqm of

plinth area

1493.00 6.00

13 Compensation of Katcha houses of

mud walls with C.G.I. roofing resting

over mud walls in mud mortar for

height of 2.15 m.

a With wood work Per sqm of

plinth area

852.00 6.00

56

ItemCategory of

houses.Unit

Rate

(in Rs)

Increase/

decrease in rates

for 5 cm ht.or

part thereof.

S.No.

b Without wood work Per sqm of

plinth area

777.00 6.00

14 Sheds attached with houses covered

with C.G.I. sheets & resting over

stone Patties /angle / iron pipes/bellies

etc. of 2.15 m. height without

foundation complete.

Per sqm of

plinth area

178.00 6.00

15 Compensation of trees

(a) Rate of Neem, Babul, Ardu and

Khajur and type of trees not included

in item No.15 ( c)

Girth of Tree

(i) 12 - 20 cm Each 50.00

(ii) 21 - 30 cm Each 80.00

(iii) 31 - 46 cm Each 134.00

(iv) 47 - 61 cm Each 242.00

(v) 62 - 76 cm Each 483.00

(vi) 77 - 91 cm Each 722.00

(vii) 92 - 107 cm Each 1343.00

(viii)108 - 122 cm Each 1845.00

(ix) 123 - 137 cm Each 2232.00

(x) 138 - 152 cm Each 2485.00

(xi) 152 cm & above. Each 2935.00

(b) Rate of Bamboo tree

(i) up to 10 cm girth 3 to 4 meter height Each 23.00

(ii) up to 12 cm girth up to 5 meter height Each 41.00

(iii) up to 15 cm girth above 5 meter

height

Each 50.00

PART B : COMPENSATION OF TREES.

57

NAME OF

TREES

10 20 21-30 20-35 10- 30 31-60 61-80 81-120 121-150 151-180 181-210 211-240 241-270 271-300 301-320331-

Above.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

AAM DESI - - - 1207 1390 1735 2552 3495 4023 4576 5104 5657 6187 6764 7354

AAM KALMI - - - 2022 2255 2647 3470 4349 4804 5356 5921 6475 7041 7581 8009

AMROOD - - - 879 1308 1709 - - - - - - - - -

NIMBO 705 - 980 - - - - - - - - - - - -

SITAFAL 245 - 326 - - - - - - - - - - - -

IMALI - - - 145 326 671 1436 2255 2692 3207 3697 4187 4677 5129 5556

ANAR 540 968 - - 1143 - - - - - - - - - -

KARONDA 314 440 - - 654 - - - - - - - - - -

AMALA - - - 849 1064 1409 2263 3169 - - - - - - -

KRINTH - - - 120 228 621 1207 2000 2352 - - - - - -

LASODA - - - 540 817 1231 1977 2967 3333 - - - - - -

NAME OF

TREES

1 6

ORANGE

5 cm to 7.5 cm

or

(more than 2"

to 3")

More than 7.5

cm to 12.5 cm or

(more than 3" to

5")

More than 12.5

cm to 20 cm or

(more than 5" to

8")

391

ITEM NO.15 ( C) FOR FRUIT BEARING TREES. (RATES IN RS)

MEASUREMENT OF ITEM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)

ITEM NO.15 ( d) FOR ORANGE TREES. (RATES IN RS)

MEASUREMENT OF ITEM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)

781 1850

More than 20 cm to

35 cm or

(more than 8" to

14")

More than 35 cm to

45 cm or

(more than 14" to

18")

More than 45 cm or

(more than 18")

586 2734

Note :- 1. Measurement of the perimeter of stem should be measured within 15 cm from ground level.

2 3 4 5 7

195

58

PART C : COMPENSATION OF PUCCA HOUSES

NOTES:

1

2

3

4

5

Items UnitRate (in

Rs)

1 Rate for compensation of Pucca house including

excavation, masonry work plaster work in any

mortar, flooring, roofing wood work etc. complete

in all respect as per standard specification for

standard height of 3.00 m.

a Normal finish and average condition and 3 m.

height

Per sqm of

plinth area

2391.00

b If C.G.I. Sheet roofing is provided in place of

Patti/RCC roofing

Per sqm of

plinth area

1951.00

c If Kelu roofing is provided in place of Patti / RCC

roofing

Per sqm of

plinth area

1859.00

d If country tile roofing is provided in place of Patti

/ RCC roofing

Per sqm of

plinth area

1815.00

2 Add/deduct from item No.1 of standard height of

3.0 m increase/ decreases

a Up to 0.50 m 10%

b beyond 0.50 m 20%

3 Rate for masonry compound wall in lime/cement

mortar up to 1.0 m

Per RM 733.00

4 Added extra for each 0.50 m height of boundary

wall over item, 3

Per RM 211.00

5 Add for platform/courtyard with average flooding Per Sqm 480.00

6 Rate for compensation of historical building i.e.

Garh, Monuments, Temples etc.

Per sqm of

covered area

3669.00

S.No.

These rates are inclusive of all lead and lifts of the material scaffolding, cantering,

shuttering required for construction of building.

These rates of compensation shall be applicable on properties for which Gazette

notification under section 4 of Land Acquisition Act published after issue of this BSR.

For electrical installation @ 3.50% extra shall be payable

The sanitary fitting @ 7% extra will be payable.

The rates mentioned are inclusive of depreciation on the houses. No further reduction on

account of depreciation is required.

59

Notes :-

1

2

3

4

5

6

7

8

9

S.No. Item

1 Rate for compensation of cement

concrete/RCC/ wells/ Dohri including

sinking or digging of wells in all types of

strata and construction of ancillary

structures like Dhana, Kheli, Kundi,

Platform etc. excluding pump house as

per given below (Rate in Rs)

Depth in Metre

1.50 m & less2.0 M 3.0 M

4.0 M &

above.

2 8388 10989 18538 27595

3 12582 16483 27806 41394

4 16775 21976 37074 55193

5 20971 27472 46344 68992

6 26003 33763 56618 84299

7 32714 42570 70878 104430

8 41101 53683 88284 128965

9 49700 64798 106107 153710

10 57877 75283 122675 177405

11 64587 83880 136934 197328

12 72975 95413 154338 222281

13 83460 109044 175308 251639

14 94156 122464 196488 279949

15 104430 135676 217879 310565

16 114707 149306 238848 339923

17 127288 165453 263802 374523

18 140708 182648 290434 411010

19 153291 199214 316017 446240

Internal Diameter in metre

The awards of issued prior to issue of this BSR shall not be affected.

In case of wells the depth of wells shall be taken from top of lowest masonry level.

However, increase of Dohri the depth shall be calculated considering the average of highest and

lowest of masonry level.

In case of Dohri 10% extra on the cost stated in item no (3) shall be paid for approaches and ancillary

For intermediate internal diameter and depth cost will be worked out by linear interpolation

The rates are inclusive of digging of wells in dry/moist/ saturated/ wet conditions including

dewatering.

PART D : COMPENSATION OF WELLS.

The rates for compensation of wells are for the wells constructed in cement or lime mortar masonry

including excavation in all types of strata and construction of ancillary structures like Dhana, Kheli,

Kundi, platform etc. but excluding pump house.

For pump house the payment shall be made on plinth area basis as per item No.5

These rates are inclusive of all lead and lifts of the material scaffolding, centring, shuttering required

for construction of wells.

60

S.No. Item

20 165662 213473 338035 477067

2 Rate for compensation of cement or lime

mortar masonry wells including

excavation in all types of strata and

construction of ancillary structures like

Dhana, Kheli, Kundi, Platform etc.

excluding pump house as per given below

(Rate in Rs)

Depth in Metre

1.50 m & less2.0 M 3.0 M

4.0 M &

above.

2 21976 27513 37042 47107

3 32965 41268 55561 70659

4 43952 55026 74082 94214

5 54941 68781 92603 117767

6 66475 83544 112398 143645

7 73186 93610 126869 163061

8 74234 96966 132865 172458

9 76121 100321 139241 182230

10 78511 105059 146999 195272

11 80859 110721 157275 211376

12 83880 117432 174573 229830

13 87235 124476 181810 249542

14 90590 131902 195021 270511

15 93946 139575 208356 291482

16 97301 147293 222491 313081

17 100655 155388 236205 335183

18 104010 163356 251011 357661

19 107366 171450 265394 380478

20 110721 180133 280493 387552

3 Rate for compensation of dry stone

masonry wells including excavation in all

types of strata and construction of

ancillary structures like Dhana, Kheli,

Kundi, Platform etc. excluding pump

house as per given below (Rate in Rs)

Depth in Metre

1.50 m & less2.0 M 3.0 M

4.0 M &

above.

2 6962 9813 14092 18872

3 10444 14721 21180 28310

4 13925 19627 28100 37746

5 17406 24535 35229 47307

6 21809 31246 44960 60394

7 25164 37241 53683 73395

8 26841 40597 60058 82832

9 28182 43952 66264 92603



61

S.No. Item

10 30197 48650 73814 105689

11 32881 54313 84215 121836

12 35860 61023 95623 139870

13 39256 68153 108706 160001

14 42570 75911 121836 180761

15 45924 83252 135550 201941

16 49280 90590 149306 223454

17 53893 98978 163398 245559

18 55990 107366 177825 267786

19 59346 115419 192294 274077

20 62701 123513 207350 314549

4 Rate for compensation of Katcha

exclusively for digging of Katcha well in

all type of strata as per table given below

rate in Rs

Depth in Metre

2.0 m 3.0 M

2 594 1384

3 1186 2766

4 1976 4347

5 2766 6322

6 3754 8496

7 5137 11459

8 6521 14621

9 7902 17979

10 9484 21337

11 11071 24697

12 12645 28054

13 14225 31414

14 15805 34772

15 17386 38132

5 Rate for compensation of pump house

including excavation masonry works,

plaster work flooring, roofing, wood work

etc. complete in all respect as per standard

specification for any height.

Per Sqm

of plinth

area

1797.00

15018

20350

26079

32006


50380

56504

62629

68753

38132

44255

Note : The following deduction shall be made where these

items do not exist at site

4.0 M

2570

4741

7902

11262

62

S.No. Item

(a) Dhana Each 2964.00

(b) Door Per Sqm 494.00

© Flooring Per Sqm 911.00

(d) Plaster Per Sqm 39.00

PART E :COMPENSATION OF DOL/DANGAR

NOTES:-

1. The rates are inclusive of all lead & lift of the material

2. The award issued prior to issue of this BSR shall not be effected.

1 Rate for compensation of earthwork for

bunds for Doll/Dangar in all type of soil

a Up to 0.30 m height Per RM No payment

b Above 0.30 m to 0.50 m height Per RM 17.00

c Above 0.50 m to 1.00 m height Per RM 38.00

d Above 1.00 m to 1.50 m height Per RM 92.00

e Above 1.50 m height Per RM 143.00

2 Rate for compensation of stone Patti

fencing height 1.20 m and thickness 5 cm.

Per RM 83.00

3 Compensation for dry weathered / rolled

stone masonry wall for boundary wall of

thickness 50 cm or more with standard

height of 1 m from ground level.

Per Cum 114.00

63

S. No. Name of Tests Ref. IS-CodeTotal Testing

Charges in Rs.

A SOIL

1Atterburgs’s (Liquid Limit, Plastic Limit and

Shrinkage Limit)2720-V 700

2 Swelling Pressure Index 800

3 Dissolve salts 300

4 Determination of carbonates and sulphates 550

5 Sieve Analysis (Dry Test) 2720-IV 1000

6 Sieve Analysis (Wet Test) 2720-IV 1450

7 Standard Proctor Test 2720-VII 700

8 Modified Proctor Test 1100

9 Natural moisture Content 2720-II 250

10 Classification of Soil 1498 1500

11 Permeability Test 2720-XVII 1500

12 Specific Gravity Test 2720-III 500

13California Bearing Ratio Test ( At soaked

condition)1000

14California Bearing Ratio Test ( At unsoaked

condition)700

B AGGREGATE1 Sieve Analysis and fineness modulus 2386-I 500

2 Impact Test 2386-IV 500

3Water Absorption and specific gravity of

aggregate2386-III 500

4 Moisture content of coarse aggregate 250

5 Flakiness Index 2386-I 250

6 Elongation Index 250

7 Crushing Value 2386-IV 600

8 Abbrassion Test 800

C1 Water Absorption and Specific Gravity Test 2386-III 500

2 Bulk density Test 2386-III 300

3 Sieve analysis and Fineness Modulus 2116 500

4 Silt & Clay Contents 2386-II 275

5 Organic impurities 250

6 Bulking Test 2386-III 275

7 Bulking of sand at different moisture contenet 700

8 Moisture content of fine aggregate 250

D

1Compressive Strength of C.C. cubes (per three

cubes cushed only)IS-456 300

CEMENT MORTAR/CONCRETE

CHAPTER -XVII

TESTING CHARGES OF MATERIALS

(Water Resources Quality Control Laboratory)

FINE AGGREGATE / SAND

64

S. No. Name of Tests Ref. IS-CodeTotal Testing

Charges in Rs.

2Compressive Strength of C.C. cubes (if three

cubes are to be prepared, cured and crushed )IS-456 550

3Compressive Strength of mortar cubes (per three

cubes)IS-2250 250

4Compressive Strength of mortar cubes (if cubes

are to be prepared for per three cubes)IS-2250 358

5 Flexural strength 10000

6 Concrete Mix Design IS-10262 10000

E CEMENT1 Consistency Test IS-4031-IV 275

2 Compressive Strength IS-4031-VI 770

3 Initial & Final Setting Time IS-4031-V 425

4 Fineness of cement by sieving 250

5 Specific gravity of cement 250

6 Soundness test by Le-Chattelier appratus 500

F MATERIAL TESTING1 Compressive Strength Test 3495-I 500

2 Water Absorption Test 3495-II 275

3 Efflorescence Test 3495-III 350

4Testing of steel ( yield strength, ultimate strength,

percentage elongation and rebound test)1250

5 Compressive strength of stone 500

6 Water absorbation of stone 275

H FIELD TEST

1Field Density by sand Replacement method (each

test)2720-XXVIII 2000

2 Field Density by Core cutter method (each test) 2720-XXIX 1000

3Compressive Strength of C.C. core Specimen

supplied by the client (per specimen)516 400

4 Slump Test (each Test) 1199 22

5Collection of soil samples from Borrow area

(each sample)150

6 Field CBR 5000

7 Standard Penitration test ( only for N value) 5000

8Neutron Probe Test (Moisture Density Test at site

by Lab. Staff.)

Rs. 100* Charges per Test

Minimum charges Rs 2000.00 per trip

65

district : pali - water

Documents