(EFFECTIVE FROM / /2014)water.rajasthan.gov.in/content/dam/water/water...COMPUTER BASICS CONTENTS. 1...

GOVERNMENT OF RAJASTHAN

WATER RESOURCES DEPARTMENT

BASIC SCHEDULE OF RATES

DISTRICT : JODHPUR(EFFECTIVE FROM / /2014)

CHIEF ENGINEER

WATER RESOURCES DEPARTMENT

RAJASTHAN, JAIPUR

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 ........ 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 225

(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 225.00

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

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

/Compressor/ Jack Hammer /Dumper

Per Day 300

4 (a) Security Guard with licensed gun owned by him Per Day 325

(b) Security Guard without gun Per Day 300

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 270.00

(b) Grade II Per Day 225.00

8 Chawalia Per Day 300.00

9 Operator for Jack Hammer/ Vibrator/ Pneumatic Tamper or

pavement Breaker/shot-crete placer

Per Day 330

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 320

19 Driver with life jackets and all accessories for working under

water. Duty hours at site

Per Hour 400

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 580.00

(b) 80 to 40 mm size Cum 630.00

(c) 40 to 20 mm size Cum 800.00

(d) 20 to 10 mm size Cum 830.00

(e) 10 to 4.75 mm size Cum 860.00

(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 493.00

(b) 80 to 40 mm ( Hand broken) Cum 536.00

(c) 40 to 20 mm ( Hand broken) Cum 680.00

(d) 20 to 12.5 mm ( Hand broken) Cum 706.00

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 780.00

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 710.00

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 1762.00

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 1678.00

(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 1845.00

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.

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.

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 650.00

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 400.00

b Quarry rubish not more than 10 cm in size including all lead and lift. Cum 380.00

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 780.00

(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 750.00

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


Cum 670.00

(d ) Stones for Rip - Rap at least one side not less than 15 cm in size. Cum 630.00

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 700.00

12 Sand (Un-screened) including all lead and lift. Cum 740.00

13 Sand screened and free from organic and deleterious material including

all lead and lift.

Cum 851.00

14 Natural Aggregate including all lead and lift.

(a) 150 to 80 mm size Cum 494.00

(b) 80 to 40 mm size Cum 534.00

(c) 40 to 20 mm size Cum 670.00

(d) 20 to 10 mm size Cum 735.00

(e) 10 to 4.75 mm size Cum 761.00

15 Morrum or Murda including all lead and lift. Cum 245.00

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. 4800.00

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

per specification

1000 Nos. 4200.00

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

as per specification

1000 Nos. 3800.00

(d) Brick bats Cum 500.00

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

as per IS:3367-1993

1000 Nos. 4900.00

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 18.00

(b) 150 x 300 mm size Each 12.00

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 495.00

5

Item UnitS.NoRate in Rs

(b) Length up to 1.50 m to 2.50 m and thickness 70 mm and above Sqm 600.00

(c) Length up to 2.50 m to 4 m and thickness 80 mm and above Sqm 700.00

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


(a) 100 to 125 mm thick Sqm 450.00

(b) 126 to 150 mm thick Sqm 550.00

(c) 151 to 200 mm thick Sqm 650.00

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


Per bag 40.00

22 Chemical for curing as per ASTM Per Lit 50.00

23 Empty bag of 50 kg capacity in good condition

(a) Jute Each 15.00

(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 180.00

(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 230.00

26 Cost of Diesel Lit 59.00

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

1

2

3

4

i

ii

5

Labour Material Total

1 (i)

(a) 580.00 580 Cum

(b) 630.00 630 Cum

(c) 800.00 800 Cum

(d) 830.00 830 Cum

(e) 860.00 860 Cum

(ii)

(a) 150 to 80

mm size493.00 Cum

(b)

536.00 Cum

(c)

680.00 Cum

(d)

706.00 Cum

2

780.00 780 Cum

3

Say 710.00 710 Cum

4

(a) 351.00 429.00

351.00 429.00 70.2 85.8

421.20 514.80

(b)

400.00 500.00

189 141.75

400.00 40.00

681.75 0.00

(c) Other

charges.

i 681.75 20.45

ii 681.75 6.82

iii 681.75 68.18

iv 681.75 48.13

88.63 54.95

1191.58 569.75

Income tax 2.06% + Sale tax

Sub toatl ' c '

Total of (a+b+c)

0.75 Beldar for sorting and

1/10 mistry

Sub toatl 'b'

T&P Labour welfare @ 3%

Sundries 1%

Contractor's profit @ 10%

C.R. Masonry stone for face work of massive

Rate as per item No. 2

Add extra for wastage

Sub toatl 'a'

Add extra for

1.25 stone dressers for dressing of

Hand broken stone aggregate of various sizes

80 to 40 mm ( Hand broken)

40 to 20 mm ( Hand broken)

20 to 12.5 mm ( Hand broken)

Stones for Random Rubble masonry work at

Stones for Random Rubble masonry, at least

Crusher broken stone aggregate of various

150 to 80 mm size

80 to 40 mm size

40 to 20 mm size

20 to 10 mm size

10 to 4.75 mm size

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

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

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

These rates are for analysis and estimation purpose only.

S. No. ItemBasic rate

in Rs

Rate in Rs Total

Including

contractor

Unit

CHAPTER - II

SUPPLY OF MATERIALSNOTES:

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

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

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

Say 1192.00 570.00 1762 Cum

5 (a)

(a) 319.50 390.50

319.50 390.50 63.9 78.1

383.40 468.60

(b)

400.00 500.00

189.00 141.75

400.00 40.00

681.75 0.00

(c) Other

charges.

i 681.75 20.45

ii 681.75 6.82

iii 681.75 68.18

iv 681.75 48.13

88.63 54.95

1153.78 523.55

Say 1154.00 524.00 1678 Cum

(b)

1154.00 524.00

115.40 52.40

1269.40 576.40

Say 1269.00 576.00 1845 Cum

6

650.00 650 Cum

7 (a)

400.00 400 Cum

b 380.00 380 Cum

8 (a)

780.00 780 Cum

(b)

750.00 750 Cum

(c )

670.00 670 Cum

(d ) 630.00 630 Cum

9 280.00 280 Bag

10 3500.00 3500 Cum

11 700.00 700 Cum

12

740.00 740 Cum

13

851.00 851 Cum

14

(a)

494.00 494 Cum

(b)

534.00 534 Cum

(c)

670.00 670 Cum

40 to 20 mm size

Surkhi pulverized as per IS specification i.e.,

Sand (Un-screened) including all lead and

Sand screened and free from organic and

Natural Aggregate including all lead and lift.

150 to 80 mm size

80 to 40 mm size

Pitching stones atleast 75% stones to be more

Pitching stones atleast 75% stones to be more

Stones for Rip Rap at least one side not less

Stones for Rip - Rap at least one side not less

Cement (in bags) 50 Kg in weight. As per IS

Un Slaked Lime.(Sojat or equivalent)

C.R. stones headers, hammer dressed

Rate as per item No. 5 (a) above

Add 10% extra for headers

Stones for soling , boulder for rock toe, toe

Quarry spalls properly screened and graded

Quarry rubish not more than 10 cm in size

T&P Labour welfare @ 3%

Sundries 1%

Contractor's profit @ 10%

Income tax 2.06% + Sale tax

Sub toatl ' c '

Total of (a+b+c)

Sub toatl 'a'

Add extra for

1.25 stone dressers for dressing of

0.75 Beldar for sorting and

1/10 mistry

Sub toatl 'b'

C.R. Masonry stone for face work of general

Rate as per item No. 3

Add extra for wastage

(d)

735.00 735 Cum

(e)

761.00 761 Cum

15

245.00 245 Cum

16

(a) 48.00 48 Kg.

(b) 50.00 50 Kg.

(c) 55.00 55 Kg.

17

(a)4800.00 4800 1000 Nos.

(b)4200.00 4200 1000 Nos.

(c)3800.00 3800 1000 Nos.

(d) 500.00 500 Cum

(e)4900.00 4900 1000 Nos.

18

(a) 18 18 Each

(b) 12 12 Each

19

(a) 495 495 Sqm

(b) 600 600 Sqm

(c) 700 700 Sqm

20

(a) 450 450 Sqm

(b) 550 550 Sqm

(c) 650 650 Sqm

21 40 40 Per bag

22 50 50 Per Lit

23

a. Jute 15 15 Each

b. 5 5 Each

24 150 150 Kg.

25 (a) 180 180 Each

(b) 230 230 Each

26 59 59.00 Lit

27 70.00 70 Kg

28 120.00 120 Kg

29 6.00 6 RM

30 18.00 18 Each

31 3600.00 3600 Each

32 40.00 40 Each

33 190.00 190 Kg

34 110.00 110 Mt

35 45.00 45 Each

36 45.00 45 Each

37 650.00 650 Each

38 260.00 260 Mt

Hose clamps

Valve 3" dia

Suction pipe 3" dia

Ordinary detonator

Drill Rod 800 mm long

Electric Detonator

Sealing Compound

Air hose double braided

Claw coupling

Distance stone well dressed of required shape

Distance stone well dressed of required shape

Cost of Diesel

Amonium nitrate

Gelatin

Fuse Coil

151 to 200 mm thick

Fly ash confirming to IS 3812-1981( in bags)

Chemical for curing as per ASTM

Empty bag of 50 kg capacity in good

Plastic / Polythene

ISI marked low Density Poly Ethylene

Length up to 1.50 m and thickness 50 mm

Length up to 1.50 m to 2.50 m and thickness

Length up to 2.50 m to 4 m and thickness 80

Cut stone sills, slab, or lintels one face plain

100 to 125 mm thick

126 to 150 mm thick

Brick bats

Supply of pucca clay tiles (size 30 x 15 x 5

cm) class designation 105 as per IS:3367-

1993Hydraulically compressed P.C.C. tiles 40 mm

300 x 300 mm size

150 x 300 mm size

Stone patties edges hammer dressed

HYSD steel bars as per IS 1786-1985

Structural steel

Supply of bricks as per IS : 1077-1992

Well burnt clay bricks ( size 230x110x70

mm) class designation 100 as per

specificationWell burnt clay bricks ( size 230x110x70

mm) class designation 75 as per specification

Comman burnt clay bricks ( size 230x110x70

mm) class designation 50 as per specification

20 to 10 mm size

10 to 4.75 mm size

Morrum or Murda including all lead and lift.

Supply of Steel including all lead and lift.

Mild steel and medium tensile steel bars as

39 500.00 500 Each

40 550.00 550 Mt.

41 3500.00 3500 Each

42 7200.00 7200 Each

43 10800.00 10800 Each

44 17500.00 17500 Each

45 2500.00 2500 Each

46 3800.00 3800 Each

47 5500.00 5500 Each

48 1500.00 1500 Each

49 30.00 30 Each

50 150.00 150 lit

51 1600.00 1600 Each

52 1400.00 1400 Each

53 1400.00 1400 Each

54 5500.00 5500 Each

55 550.00 550 Mt

T.C.T. Cross bit

GI/MS pipe 65 mm dia

Water Body

Water body washer

Lubricating oil

Grinding wheel

Bit adopter

Shank adopter

Extention Rod 1¼" hex 1600 mm



Coupling sleeves1¼"

Shank Rod

Bit 48 mm dia

Foot Valve 3"

GI pipe 3" dia


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 69.00

(e) Lead up to 4 Km. Cum 76.00

(f) Lead up to 5 Km. Cum 82.00

(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


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

S.

no

Rate

in `

Unit

1

(a)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 1.20 minutes

4 13.00 minutes

5 1.00 minutes

Total 47.20 minutes

(iii) 8 hours

i 8 x 60 10.17 Nos

47.20 Say 10.20 Nos

51.00 Cum

1 1000.00 0

2

13.2 59.00 0.20 155.76

1155.76

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

etc.

Carrige charges per cum excluding loading and unloading

loading time for 5 m3

by manual labour

Unloading, turning and acceleration time

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

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

haul roads .

Carriage of Materials by mechanical transport including loading, unloading and

stacking , if stacking is not required no deduction is to be done

Cost of Diesel including POL @ 0.2 litre per kms for pucca route

Hire Charges of truck per shift of 8 hours excluding diesel but including oils

No. of trips in one shift

Quantity transported

Travel time(average speed 25 kms per hour on haul roads.)

CHAPTER - III

Pucca

NOTES :

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

otherwise.

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.

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.

Item

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

Operating efficiency per working shift.

Lead upto ½ Km.

CARRIAGE OF MATERIALS

Quantity per trip (average)

Cycle time

Time lost in pit and initial acceleration.

Travel time(average speed 30 kms per hour return.)

Cost of carrige per shift

19

= 1155.76 / 51.00 22.66

30.00 Per Cum

52.66

Say 53.00 Cum

(b)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 2.40 minutes

4 13.00 minutes

5 2.00 minutes

Total 49.40 minutes

(iii) 8 hours

i 8 x 60 9.72 Nos

49.40 Say 9.70 Nos

48.50 Cum

11000.00

0

2

22.4 59.00 0.20 Per litre 264.32

1264.32

= 1264.32 / 48.50 26.07

30.00 Per Cum

56.07

Say 56.00 Cum

(c)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 4.80 minutes

4 13.00 minutes

5 4.00 minutes

Total 53.80 minutes



by manual labour


Lead upto 1 Km.

Cycle time

Add for Loading, Unloading and Stacking by Mechanical Means


Pucca



by manual labour








Cycle time



Lead upto 2 Km.




& lubricants. @



20

(iii) 8.00 hours

i 8 x 60 8.92 Nos

53.80 Say 8.90 Nos

44.50 Cum

1

1000.00

0

2

38.6 59.00 0.20 Per litre 455.48

1455.48

= 1455.48 / 44.50 32.71

30.00 Per Cum

62.71

Say 63.00 / Cum

(d)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 7.20 minutes

4 13.00 minutes

5 6.00 minutes

Total 58.20 minutes

(iii) 8.00 hours

i 8 x 60 8.25 Nos

58.20 Say 8.20 Nos

41.00 Cum

1

1000.00

0

2

52.2 59.00 0.20 Per litre 615.96

1615.96





PuccaCost of carrige per shift


Lead upto 3 Km.






Pucca


& lubricants. @





Cycle time


by manual labour



& lubricants.


21

= 1615.96 / 41.00 39.41

30.00 Per Cum

69.41

Say 69.00 Cum

(e)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 9.60 minutes

4 13.00 minutes

5 8.00 minutes

Total 62.60 minutes

(iii) 8.00 hours

i 8 x 60 7.67 Nos

62.60 Say 7.70 Nos

38.50 Cum

1

1000.00

0

2

64.6 59.00 0.20 Per litre 762.28

1762.28

= 1762.28 / 38.50 45.77

30.00 Per Cum

75.77

Say 76.00 Cum

(f)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 12.00 minutes

4 13.00 minutes

5 10.00 minutes










by manual labour





Lead upto 5 Km.

Cycle time


Lead upto 4 Km.

Cycle time


by manual labour



Pucca


& lubricants. @




22

Total 67.00 minutes

(iii) 8.00 hours

i 8 x 60 7.16 Nos

67.00 Say 7.20 Nos

36.00 Cum

1

1000.00

0

2

75 59.00 0.20 Per litre 885.00

1885.00

= 1885.00 / 36.00 52.36

30.00 Per Cum

82.36

Say 82.00 Cum

(g) 4.80 Cum

(i)

(i) 5.00 Cum

(ii)

1 30.00 minutes

2 2.00 minutes

3 40.00 minutes

4 8.00 minutes

5 30.00 minutes

Total 110.00 minutes

(iii) 8.00 hours

i 8 x 60 4.36 Nos

110.00 Say 4.36 Nos

21.82 Cum

1

1000.00

0








Cycle time




Lead upto 20 Km.

Lead beyound 5 km. But up to 20 km. for each subsequent km



& lubricants. @






& lubricants. Rs.


by manual labour


23

2

90.27272727 59.00 Per litre Rs. 2360.00

Rs. 3360.00

= 3360.00 / 21.82 154.00

Say Rs. 154.00 / Cum

= 154.00 - 82.00 = 72.00

or per km = 4.80

Say 4.80 P km

(h) 4.30 Cum

(i) 3.80 Cum

4

(a)

1 8.00 M.T.

2

(i) 60.00 minutes

(ii) 2.00 minutes

(iii) 1.20 minutes

(iv) 30.00 minutes

(v) 1.00 minutes

Total 94.20 minutes

3 8 hours

i 8 x 60 5.10 Nos

94.20 Say 5.50 Nos

44.00 M.T.

1 1000.00 0

2

6.5 59.00 Per litre 0.2 76.70

Rs. 1076.70

= 1076.70 / 44.00 24.47

30.00 Per MT

54.47

Say 54.00 M.T.

(b)

96.40 minutes

4.98 Nos

8.00 M.T.



Total load carried 4.50 x 8 =

loading time for 8 tonne by manual labour



Lead beyound 50 km. for each subsequent km



Difference between 5.0 km lead charges and 20 km lead charges i.e. 15 km

Carrige charges per tonne excluding loading and unloading

Pucca



Lead beyound 20 km. But up to 50 km. for each subsequent km

Carriage of Materials by mechanical transport including loading, unloading and

stacking , if stacking is not required no deduction is to be done


Cycle time


Lead upto ½ Km.


Load carried per trip in 7 to 10 tonnes carrier

Lead upto 1 Km.

Cycle time





24

39.83 M.T.

1 1000.00 0

2

10.96 59.00 Per litre 0.2 129.31

1129.31

= 1129.31 / 39.83 28.35

30.00 Per MT

58.35

Say 58.00 M.T.

(c)

1 8.00 M.T.

2

(i) 60.00 minutes

(ii) 2.00 minutes

(iii) 4.80 minutes

(iv) 30.00 minutes

(v) 4.00 minutes


3 8 hours

i 8 x 60 4.76 Nos

100.80 Say 4.80 Nos

4.80 x 8.00 38.40 M.T.

1

1000.00

0

2

20.2 59.00 0.20 Per litre 238.36

1238.36

= 1238.36 / 38.40 = 32.25

30.00 Per MT

62.25

Say 62.00 M.T.

(d)

1 8.00 M.T.

2

(i) 60.00 minutes

Cycle time





Lead upto 3 Km.





Total load carried 4.50 x 8 =



Pucca

Pucca






Total load carried =



& lubricants. @



Cycle time


Lead upto 2 Km.

25

(ii) 2.00 minutes

(iii) 7.20 minutes

(iv) 30.00 minutes

(v) 6.00 minutes


3 8 hours

i 8 x 60 4.56 Nos

105.20 Say 4.60 Nos

4.60 x 8.00 36.80 tonne

1

1000.00

0

2

28.6 59.00 0.20 Per litre 337.48

1337.48

= 1337.48 / 36.80 = 36.34

30.00 Per MT

66.34

Say 66.00 M.T.

(e)

1 8.00 M.T.

2

(i) 60.00 minutes

(ii) 2.00 minutes

(iii) 9.60 minutes

(iv) 30.00 minutes

(v) 8.00 minutes


3 8 hours

i 8 x 60 4.38 Nos

109.60 Say 4.40 Nos

4.40 x 8.00 35.20 M.T.



Pucca






& lubricants. @


Lead upto 4 Km.





Pucca





Cycle time







26

11000.00

0

2

36.2 59.00 0.20 Per litre 427.16

1427.16

= 1427.16 / 35.20 = 40.54

30.00 Per MT

70.54

Say 71.00 M.T.

(f)

1 8.00 M.T.

2

(i) 60.00 minutes

(ii) 2.00 minutes

(iii) 12.00 minutes

(iv) 30.00 minutes

(v) 10.00 minutes


3 8 hours

i 8 x 60 4.21 Nos

114.00 Say 4.30 Nos

4.30 x 8.00 34.40 M.T.

1

1000.00

0

2

44 59.00 0.20 Per litre 519.20

1519.20

= 1519.20 / 34.40 = 44.16

30.00 Per MT

74.16

Say 74.00 M.T.

(g) 3.90 M.T.




Lead beyound 5 Km but up to 20 km. for each subsequent km




& lubricants. @




Travel time(average speed 25 km per hour on haul roads.)

Lead upto 5 Km.



& lubricants. @



Pucca



Cycle time



27

(h) 3.70 M.T.

(i) 3.50 M.T.

6 (a)

Labour charges per tonne

@ ` 189.00 /day 34.36

@ ` 225.00 /day 4.50

38.86

38.86 3.89

38.86 1.17

Total 43.92

Say 44.00 M.T.

(b) 48.00 M.T.

7 (a)

Labour charges per tonne

@ ` 189.00 /day 34.36

@ ` 225.00 /day 4.50

38.86

38.86 3.89

38.86 1.17

Total 43.92

Say 44.00 M.T.

(b) 48.00 M.T.

8 2450.00 Truck Load

(7-10 MT

capacity)

29.60 -do- per

km

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

Nos.

1

2

3

6

1200 mm dia

2000/1500 mm dia

Pipe

600 mm dia

900/1000 mm dia

Loading charges for Cement, Surkhi (Pulverized), Tar, bricks,

Loading charges for item no. 5 except Steel and Cut stones

2/11 beldar

1/50mate

Lead beyound 50 Km for each subsequent km

T&P & Labour welfare @ 3% on `

(a) Add extra for each subsequent km beyond 20km over item No. 8

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

Unloading charges for item no. 5 including stacking except Steel and Cut

stones

2/11 beldar

Contractors profit @10% on `

Lead beyound 20 Km but up to 50 km. for each subsequent km

1/50mate

Contractors profit @10% on `

T&P & Labour welfare @ 3% on `

Unloading charges for Cement, Surkhi (Pulverized), Tar, bricks,

28

10

15

120

150100 mm dia

150 mm dia

300 mm dia

450 mm dia

29

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

Hire charges

without diesel and

with operational

staff & POL.

(in `)

1Trucks upto 5 tonne capacity (light commercial

vehicles)

Day700.00

0.20 per km 300.00

2 Trucks 7-10 tonne capacity Day 1000.00 0.20 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

5Tractor mounted compressor (upto 160 cfm.) Day

750.003.00 per hr 250.00


(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

7Jack hammer / Khurpa machine without drill rod

but with necessary hosepipe

Day300.00

- 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

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


(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

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

15 Sheep'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 - -

Idle charges (in

`)

CHAPTER – IV

HIRE CHARGES OF PLANTS AND MACHINERIES

NOTES :

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.

Provision for

diesel per

Km/or per hr.

(in liters)

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

Watch & ward and essential repair including cost of spare parts to be replaced of machine 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, levis,turn over tax, service tax,

income tax, sales tax, octori, panchayat tax, Contracter's profit & royalty etc.

S.


Hire charges of Machine are taken for a day of 8 hours actual working (Machine in running condition ) excluding rest

period. For part working up to 4 hours half day payment shall be made only.

30

Hire charges

without diesel and

with operational

staff & POL.

(in `)

Idle charges (in

`)

Provision for

diesel per

Km/or per hr.

(in liters)

S.


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


(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

1000.000.25 per km 300.00

20 Inspection Vehicles such as Car/Jeep/Gypsy

Day 750.00 0.07 per km -

per month18500.00

Day 650.00

per month16500.00

Day 60.00

per month1500.00

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

(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. Day375.00

75.00

25 Vibro compactor with operator Day 3500.00 8 per hr 500.00

Model not older than 2 years (Two wheel drive)

(a)

(b)

0.10 -

(c)

Extra for four wheel drive

per km

-

Model older than 2 years (two wheel drive)

31

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

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.

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

barricading if any required at site.

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 242.00

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 254.00

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 387.00

(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 406.00

S.No. Item UnitRate in Rs.

PART "A" : EARTH WORK IN EXCAVATION

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 797.00

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 904.00

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 231.00

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 60.00

(b) Rock Cum 92.00

(c) Mixed strata muck Cum 73.00

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 895.00

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

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

PART "B" : EARTH WORK FOR EMBANKMENT

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 2.70

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

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 856.00

35 Supplying and laying aggregate in layers and profile as specified

including all leads & lifts.

(a) Broken ballast 40 to 80 mm size Cum 652.00

(b) Broken ballast 20 to 40 mm size Cum 796.00

(c) River gravel 40 to 80 mm size Cum 650.00

(d) River gravel 20 to 40 mm size Cum 786.00

(e) River gravel up to 20 mm size Cum 851.00

PART C : PROTECTION WORK

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

complete including all lead & lifts, and well finished surface

Cum 961.00

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 476.00

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 1410.00

(b) 23 cm thickness (± 5 % thickness tolerance) Cum 1207.00

(c) 30 cm thickness (± 5 % thickness tolerance) Cum 1295.00

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 1022.00

(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1069.00

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 690.00

(b) Deduct from item no 40 (a) if only laying is to be done Cum 630.00

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

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 3150.00

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 25810.00

PART – D QUARRY RUBBISH / SPALL :-

PART – E CONSTRUCTION OF WATER COURSE :-

as per item no. 10 c of part

A of this chapter

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 2687.87

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 11893.00

1

2

3

4

5

6

7

8

9

10

11

12

13

14


1 Earth work in Excavation for trench and

foundation for masonry works including

shoring if necessary and disposal of

excavated material with initilal lead of 50

meter and initial lift of 1.5 meter.

(A) Soft / loose soil

(i) Labour charges

3.0 beldar (excavators, fillers and carriers )

@ Rs. 189.00 567.00

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.




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

CHAPTER - V


NOTES

These rates are at work site inclusive of all taxes, levies , turn over tax, income tax, sales tax, octroi,

panchayat tax, Contractors profit, overheads & royalty etc.




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 made for de-watering on any 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)



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.

Mixed rates 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.


in `

Rate in `

Unit


ANALYSIS FOR WORK TO BE EXECUTED

BY MANUAL LABOUR

1/6 Beldar for dressing @ Rs. 0.00 0.00

1/10 Mate @ Rs. 225.00 3.75

1/50 Mistry @ 400.00 8.00

578.75

(ii) Other charges

T&P, Labour welfare @ 3% on Rs. 578.75 17.36

Sundries etc. 1% on Rs. 578.75 5.79

Contractor's profit @ 10% on Rs. 578.75 57.88

Income tax 2.06% + Sale tax 1.50% + labour

cess 1%+ Royalti 1.50% I.e = 6.06 % on

Rs. 659.78 39.98

Total For 10 cum 653.99 45.77

Say Rs. For 1 cum 65.00 5.00 70.00 Cum

(B) Hard / dense soil

(a) Labour charges


@ Rs. 189.00 661.50


1/8 Mate @ Rs. 225.00 22.50

1/40 Mistry @ 400.00 10.00

694.00

(b) Other charges


Sundries etc. 1% 694.00 6.94

Contractor's profit @ 7.5% on Rs. 694.00 52.05



Rs. 773.81 46.89

Total For 10 cum 766.87 53.83

Say Rs. For 1 cum 77.00 5.00 82.00 Cum

(C) Hard soil mixed with kankar / boulders,

morrum

(a) Labour charges

5 Beldars ( excavators, fillers and carriers )

@ Rs. 189.00 945.00

1/6 Mate @ 225.00 37.50

1/30 Mistry 400.00 13.33

995.83

(b) Other charges


Sundries etc. 1% 995.83 9.96


Income tax 2.06% + Sale tax 1.50% +

Royalti 0.50% I.e = 4.06 % on Rs. 1135.25 46.09

Total For 10 cum 1125.29 56.05

Say Rs. For 1 cum 113.00 6.00 119.00 Cum






(A) Soft / disintegrated rock

a) Labour charges


@ Rs. 189.00 1890.00

1/3 Mate @ Rs. 225.00 75.00

1/15 Mistry @ 400.00 26.67

1991.67

(b) Other charges


Sundries etc. 1% 1991.67 19.92



Royalti 0.50% I.e = 4.06 % on Rs.2270.50 92.18

Total For 10 cum 2250.58 112.10

Say Rs. For 1 cum 225.00 11.00 236.00 Cum

(B) Hard rock not requiring blasting

a) Labour charges

14.5 Beldars ( excavators, fillers, carriers &

dressers ) @ Rs. 189.00 2740.50

2 stone breakers and heavy material lifters @

Rs. 270.00 540.00

1/5 Beldar for stacking @ Rs. 189.00 37.80

1/4 Mate @ Rs. 225.00 56.25

1/10 Mistry @ Rs. 400.00 40.00

3414.55

(b) Other charges


Sundries etc. 1% 3414.55 34.15



Royalti 0.50% I.e = 4.06 % on Rs. 3892.59 158.04

Total For 10 cum 3858.44 192.18

Say Rs. For 1 cum 386.00 19.00 405.00 Cum

Deduct cost of Quarry rubish 380.00 x 0.20 76.00

Net 310.00 19.00 329.00 Cum

(C) Phylites & other hard rock requiring

nominal blasting

(i) Drilling charges

a Considering life of drill rod for drilling in

phylites as 350 m, and cost as for 800 mm

rod, cost of drill rod per m.of drilling

3600 10.29

b Sharpening charges for grinders L.S 20.00

c Pipe fitting,hoses, lubricating oil etc. 8.00

d Charges for jack hammer @ Rs. per day of 8

hours, 75 m/day drilling 300 4.00

e Using 210 cfm air compressor supplying air

to 2 jack hammers, hire charges @ Rs.

Rent for 8 hr. 850

Fuel for 8 Hr @ 5 Lit per hr. 2360

3210 21.40

Add for re-handling of equipment L.S 10.00

73.69

(ii) Labour for drilling.

2 Nos. drillers @ Rs. 260.00 520.00

1 Nos. Helper @ Rs. 300.00 300.00

½ No. Beldar for spreading hose pipe,

shifting, making connection etc. @ Rs. 189.00 94.50

1/20 No. fitter @ Rs. 350 17.50

1/20 No. helper @ Rs. 300.00 15.00

947.00


Sundries etc. 1% 947.00 9.47



Royalti 0.50% I.e = 4.06 % on Rs. 1153.27 46.82

1070.11 56.29

Total charges for 150 m drilling rate/ metre

of drilling 7.13 0.38

Total drilling charges per metre (1)+(ii) 7.13 74.06

Considering 15 holes/ 10 cum of blasting and

750 mm drilling/holes total drilling charges

i.e 11.25 times of above rate. 80.26 833.19

(iii) Cost of explosives.

considering ½ stick in each , supplemented

by ammonium nitrate as catalysing agent

Gelatine required = 1/2x15x0.14 = 1.05 kg

@ Rs. 120.00 126.00

Ammonium Nitrate required @100 gms/hole

= 1.5 Kg.@ Rs. per Kg. 70.00 105.00

Ordinary detonators 1 No,/hole 15 Nos @

Rs. 18.00 270.00

Fuse coil 1 m/hole = 15 metres @ Rs. Per

meter 6.00 90.00

591.00

(iv) Labour charges.

19 Beldars ( excavators fillers carriers &

dressers etc.) @ Rs. 189.00 3591.00

2 stone breakers and heavy material lifters @

Rs. 270.00 540.00

2/3 Mate @ Rs.47.00 each 225.00 150.00

1/15 Mistry @ Rs.75.00 each 400.00 26.67

4307.67

Other charges


Sundries etc. L.S. 1% 4307.67 43.08



Royalti 0.50% I.e = 4.06 % on Rs. 5501.74 223.37

for 10 Cum 4947.92 1764.32

Say Rs. for 1 Cum 495.00 176.00 671.00 Cum 213.00

Deduct cost of stones 650.00 x 0.20 130.00

Net 365.00 1764.32 541.00 Cum

(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.

A Drilling charges

i Considering life of drill rod as 150 m of

drilling hard rock and cost of one drill rod

(800 m) as Rs. cost of drill rod per m

of drilling 3600 24.00

ii Sharpening charges for grinders L.S. 20.00

iii Pipe fitting etc. including depreciated cost of

G.I.pipe line, fitting ofhose coupling

lubricating oil etc. L.S. 8.00

iv Charges for jack hammer assuming one jack

hammer will drill 50 m of length in one shift

of 8hours , Hire charges of jack hammer @

Rs…. per day for 8 hours, the charges for per

metre drilling =

300 6.00

v Using 210 cfm air compressor supllying air

to 2 jack hammers, hire charges of 210 cfm

(diesel )compressor @ Rs.

Rent for 8 hr. 850


3210 32.10


91.10

vi Labour required for drilling in one shift with

two jack hammers i.e for 100 metre drilling

2 Nos drillers @ Rs. 260.00 520.00

Driller helper 1 Nos @ Rs. 300.00 300.00

Beldar for spreading hose pipe, shifting

making connections ½ Nos. @ 189.00 94.50

1/6 fitter @ Rs. 350 58.33

1/6 helper to fiter @ Rs. 300.00 50.00

1022.83


Sundries etc. 1% 1022.83 10.23



Royalti 0.50% I.e = 4.06 % on Rs. 1257.13 51.04

1155.80 61.27

Charges/metre drilling 11.56 0.61

Total drilling charges/M 11.56 91.71

Say 12.00 92.00 104.00

Thus 750 mm drilling/hole., total drilling

charges per cum for 1.50m ( 2 holes) 18.00 138.00

Say 18.00 138.00 156.00

(b) Blasting charges

Considering 2 Holes to be blasted for 1 cum

solid, gelatine required 0.28 kg @ Rs.

Kg(@ 0.14 Kg each stick) 120.00 33.60

Ordinary detonators 2 Nos. @ Rs. each

18.00 36.00

Fuse coil 4 metres @ Rs. 6.00 24.00

Add 2½ % for rehandling of explosive

material on Rs. 93.60 2.34

Labour required per cum

1/200 Blaster @ Rs. 300 1.50

1/200 helper @ Rs. 300.00 1.50

3.00 95.94


Sundries etc. 1% 3.00 0.03



Royalti 0.50% I.e = 4.06 % on Rs. 99.36 4.03

Total Blasting Charges 3.39 100.00

Say Rs. 3.00 100.00 103.00

( c) Mucking charges

Labour required for mucking

10 cum of solid rock

2 Nos. stone breakers @ Rs. 270.00 540.00

4 Nos.excavators ( Beldars ) @ Rs. 189 756.00

3 Nos fillers (Beldars ) @ Rs. per day 189 567.00

2 Nos heavy material lifters ( chawalia) @

Rs. 300.00 600.00

6 Nos carriers ( Beldars @ Rs. 189 1134.00

1 Nos.dresser ( Beldar ) @ Rs. 189 189.00

1/2.5 Mate @ Rs. 225.00 90.00

1/10 Mistry @ Rs. 400.00 40.00

3916.00


Sundries etc. 1% 3916.00 39.16



Royalti 0.50% I.e = 4.06 % on Rs. 4464.24 181.25

for 10 Cum 4425.08 220.41

Say Rs. for 1 Cum 443.00 22.00 465.00

Summary of charges ( for one cum )

a)Drilling charges 18.00 138.00 156.00

b)Blasting charges 3.00 100.00 103.00

c)Mucking charges. 443.00 22.00 465.00

464.00 260.00 724.00 Cum


Net 301.00 260.00 561.00 Cum

(b) Only mucking charges including dressing 465.00 Cum

(E) Excavation including loading unloading

disposal and dressing of excavated mix strata

( soil & 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.

(Mix strata shall be applicable only up to

depth of 2 m beyound depth of 2.0 m actual

strata classification shall be applicable. )

Strata classification % Rate Amount

Soft / loose soil 5 70.00 3.50

Hard / dence soil 20 82.00 16.40

Hard sol mixed with murrm & boulder 20 119.00 23.80

Soft / desintegrated rock 30 236.00 70.80

Hard rock not requiring blasting 15 329.00 49.35

Phylite rock requiring nominal blasting 5 541.00 27.05

Hard rock blasted 5 561.00 28.05

100.00 218.95

Say 219.00 Cum

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 730.00 Cum 1.346821

(b) Hard rock (dry or moist) requiring blasting


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.

757.00 Cum

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 1.5mcomplete in all respect

for 10 Cum

i 10 m of line drilling @ Rs. 104.00 120.00 920.00

ii a 20 Beldars for barring and wedging etc. @

Rs. 189 3780.00

b 15 Beldars for removing muck @ Rs. 189 2835.00

c 5 Stone breaker @ Rs. 270.00 1350.00

d 1 Mate @ Rs. 225.00 225.00

e 1/10 Mistry @ Rs. 400.00 40.00

8230.00

iii Cost of operating one Khurpa machine for

chipping

a Compressor 210 cfm for 2 hr. @

Rent for 8 hr. 850.00 212.50

Fuel for 2 Hr @ 5 Lit per hr. @ Rs. 590 5900.00

b Khurpa machine with mol point 2 nos for

two hours @ Rs. 300.00 150.00

Toatal Rs. 6262.50

iv Other charges


Sundries etc. 1% 8230.00 82.30



Royalti 0.50% I.e = 4.06 % on Rs. 15644.70 635.17

1069.90 717.47

Total (i to iv ) for 10 cum 9419.90 7899.97

Say for 1 Cum 942.00 790.00 1732.00 Cum

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.

a 1.50 m drilling @ Rs. 104.00 18.00 138.00

b Blasting Charges

i Gelatin 0.5 kg @ Rs. 120.00 60.00

ii Electric Detonator 4 nos @ Rs. 40.00 160.00

iii Rehandling of Expplosive @ 2.50% on Rs.

220.00 5.50

iv Labour and other charges for blasting as per

2 D(b) 3.00

v Mucking charges as per 2 D(c) 443.00 22.00

464.00 385.50

Say for 1 Cum 464.00 386.00 850.00 Cum

ANALYSIS FOR 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


(A) Machinary components

(i) Use of hydraulic excavator & labour

J.C.B. type excavator (0.40 cum Bucket

capacity) hourly rate

Hourly rate 500.00 500.00 P Hr

POL consumption of JCB @ 5 lit Per Hr 5.00 59 295.00

795.00 P Hr

(ii) Use of Dumpers & Hourly rate for Dumper

175.00 175.00 P Hr

POL consumption of dumper @ 0.25 lit Per

Km 3.13 59 184.38

359.38 P Hr

(a) For the strata Soft/Loose soil (out put per

hour)

40.00 Cum

i Machinary required as

J.C.B. 795.00 1.00 795.00 No

Dumper 359.38 3.00 1078.00 No

1873.00

0.3 beldar required for 1 cum, therefore for

40 cum no of beldar required 1.2 @ 189 226.80 No

Total 226.80

2099.80

T&P and Labour welfare 3%+Sundaries1%

contractor profit 10% = 14% on

226.80 0.14 31.75

Total of (a) Total charges for Machinary per hour with POL

Total rate of excavation = (a)+(b)+(c)=

Total hourly rate for one no of J.C.B.

Total hourly rate for one no of Dumper

Income tax 2.06% + Sale tax 3% + Royalti

1% + labour cess1.0% I.e = 7.06 % on 2131.55 0.0706 150.49

2282.04

57.05

Say 57.00 Cum

(b) For the strata Hard / dense soil soil (out put

per hour)40.00 Cum


J.C.B. 1.00 @ 795.00 795.00 No

Dumper 3.00 @ 359.38 1078.00 No

1873.00

iii Component for labour for excavation in bed

sides, finishing & dressing for 10% of

Quantity of per hour output ie. Of 40 cum =

4.0 cum

Mate @ 0.04 per cum 0.16 @ 225.00 36.00

1/3 beldar required for 1 cum, therefore for

40 cum no of beldar required = 1.3 @ 189 252.00 No

2161.00



288.00 0.14 40.32


1% + labour cess1.0% I.e = 7.06 % on

2201.32 0.0706 155.41

%

2356.73

58.92

Say 59.00 Cum

(c) Hard soil mixed with Kankar / boulders,

Morrum 35.00 Cum


J.C.B. 1.00 @ 795.00 795.00 No

Dumper 3.00 @ 359.38 1078.00 No

1873.00




3 cum

Mate @ 0.04 per cum 0.15 @ 225.00 33.47


3.5 cum no of beldar required = 2.2 @ 189 413.44


contractor profit 10% = 14% on 446.91 0.14 62.57

Total 509.47

2382.47


1% + labour cess1.0% I.e = 7.06 % on

2382.47 0.0706 168.20

2550.68

72.88

Say 73.00 Cum

2 Excavation including loading unloading

disposal and dressing of excavated rock



excavated area, dewatering wherever


Analysis for excavation in different type of

strata



Hitachi or L&T type excavator (0.75 cum

Bucket capacity) hourly rate

Therefore rate for per cum

Total of (a) Total charges forn Machinary per hour with POL


Total rate for 25 cum of excavation = (a)+(b)+(c)=




Hourly rate 1200.00 1200.00 Per Hr

Amount for Disel 15.00 @ 59.00 885.00 P Hr

2085.00 P Hr


175.00 175.00 P Hr

Amount for Disel 3.13 59.00 184.00 P Hr

359.00 P Hr

(a) For strata Soft / Disintegrated rock (out put

per hour) 40.00 Cum


J.C.B. 1.00 @ 2085.00 2085.00 No

Dumper 2.00 @ 359.00 718.00 No

2803.00



Quantity of per hour output ie. of 40 cum =

4.0cum

Mate @ 0.0625 per cum 0.25 @ 225.00 56.25

1 beldar required for 1 cum, therefore for 4.0

cum no of beldar required =4.0 @ 189 756.00 No



756.00 0.14 105.84 %

Total 918.09

3721.09


1% + labour cess1.0% I.e = 7.06 % on

3721.09 0.0706 262.71

3983.80

99.59

Say 100.00 Cum

(b) For strata Hard rock not requiring blasting

(out put per hour) 30.00 Cum


J.C.B. 1.00 @ 2085.00 2085.00 No

Dumper 2.00 @ 359.00 718.00 No

2803.00




3 cum

Mate @ 0.0625 per cum 0.19 @ 225.00 42.19




contractor profit 10% = 14% i.e. on

1134.00 0.14 158.76 %

Total 1292.76

4095.76


1% + labour cess1.0% I.e = 7.06 % on

4095.76 0.0706 289.16

4384.92

146.16

Say 147.00 Cum

(c) For strata Phylite & other hard rock requiring

nominal blasting

A Drilling charges

One drill rod 800 mm x 34 mm can drill 300.00 mt

Cost of one drill rod 3600.00 no

i Cost of drilling per meter run 3600.00 / 300.00 12.00

ii Sharpning charges 2.00 L.S.









iii Pipe fitting etc. including depriciated cost of

GI pipe line, fitting of nose coupling,

lubricant oil etc.3.00 L.S.

iv One Jack hammer can drill 100 m per day in

8 hours, therefore Jack hammer charges for 1

m drilling 100.00 @ 300.00 3.00

v Using 250 cfm compressor for suppling air

to 2 jack Hammer per day then hire charges

of 250 cfm compressor1.00 @ 850.00 850.00 P Day

Consumption of POL @ 5 lit per hour

therefore for 8 working hour it will be 5x7 =

35 lit 35.00 @ 59.00 2065.00 Lit

2935.00

Air charges per m drilling = Hire charges

per day with POL/2 x one jack hammer per

day drilling = 2935.00 / 2 x 100.00 14.68

vi Rehandling of equipments 1.00 L.S.

vii Labour charges for 2 jack hammers

Fitter 0.50 @ 350.00 175.00


contractor profit 10% I.e = 14% on

175.00 0.14 24.50 %

Labour 199.50

Labour charges per mt = 66/2*75 =

66.00/150 0.44

drilling charges for 1 cum (total of i to vii) 36.12

drilling charges for 40 cum or for 45 m

holes 45 @ 36.12 1625.18

B Blasting charges

i Gilatine required ½ stick @ 0.14 kg each

stick in each hole for 60 holes =0.5* 60*0.14

= 4.20 kg 4.20 @ 120.00 504.00

ii ordinary detonator 60.00 @ 18.00 1080.00

iii Fuse coil @ 2 mt for each hole i.e. 2*60=120

mt 120.00 @ 6.00 720.00

iv labour @

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00

2394.00

C Charges for machinary

Excavator 1.00 @ 2085.00 2085.00

Dumper 2.00 @ 359.00 718.00

2803.00

E Out put per hour = 40.00 Cum

Requirment of Beldar for excavation in bed


Quantity of per hour output ie. of 40 cum =4

cum

For 1 cum 2.6 beldar required therefore for 4

cum required beldar is 2.60*2.4= 10.40 @ 189 1965.60


contractor profit 10% I.e = 14% on 1965.60 0.14 275.18 %

2240.78

Total A+B+C+D+E ( Rate for 40 cum ) 9062.96


1% + labour cess1.0% I.e = 7.06 % on 9014.17 0.0706 636.40

9699.36

Rate per cum 242.48

Say 242.00 Cum

(d) Hard rock (dry or moist) requiring blasting













A Drilling charges







lubricant oil etc. 3.00 L.S.

iv One Jack hammer can drill 50 m per day in 8

hours, therefore Jack hammer charges for 1

m drilling 50.00 @ 300.00 6.00



of 300 cfm compressor 1.00 @ 1000.00 1000.00 P Day

Consumption of POL @ 7.5 lit per hour

therefore for 7 working hour it will be 7.5x7

= 52.5 lit 52.50 @ 59.00 3097.50 Lit

4132.50



day drilling = 4132.50 / 2 x 50.00 41.33



Fitter 1/3 @ 350.00 116.67



116.67 0.14 16.33 %

Total Labour charges for 1 mt length 133.00

Drilling charges for 80 holes of 0.75 m depth

= 60 m depth = total of (I to vii) above

4306.83

therefore Drilling charges for per mt depth

71.78


holes 60 @ 71.78 4306.83

B Blasting charges

i Gilatine required 1 stick @ 0.14 kg each

stick in each hole for 80 holes =1* 80*0.14 =

11.2 kg 11.20 @ 120.00 1344.00



mt 160.00 @ 6.00 960.00

iv labour

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00



90.00 0.14 12.60

3846.60


Excavator 1.00 @ 2085.00 2085.00

Dumper 2.00 @ 359.00 718.00

2803.00

D component for daily transportation of

equipments to camp, disel storage, camp

facilities, welfare& medical facilities

.@ 5% of total of ( c ) above i.e. on 2803.00 5 140.15 %





cum


cum required beldar is 2.60*2.4 = 10.40 @ 189 1965.60



1965.60 0.14 275.18

2240.78



1% + labour cess1.0% I.e = 7.06 % on 7072.46 499.32

13836.67

Rate per cum 381.07

Less for recovery of useable stones 30% 0.3 @ 424.13 -127.24

253.83

Say 254.00 Cum








any , in :


nominal blasting

A Drilling charges enhanced by 50% for

controlled blasting









8 hours, therefore Jack hammer charges for 1

m drilling 100.00 @ 300.00 3.00






40 lit 40.00 @ 59.00 2360.00 Lit

3230.00



day drilling = 3230.00 /2* 100.00 16.15



Fitter 1/2 @ 350.00 175.00



175.00 0.14 24.50 %



66.00/150 0.44


drilling charges for 40 cum or for 45 m holes

45 @ 56.39 2537.33

B Blasting charges enhanced by 50% for

controlled blasting


stick in each hole for 60 holes =0.5* 60*0.14

= 4.20 kg 4.20 @ 120.00 504.00



mt 120.00 @ 6.00 720.00

iv labour

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00

3591.00


Excavator 1.50 @ 2085.00 3127.50

Dumper 2.00 @ 359.00 718.00

3845.50





cum

For 1 cum 4 beldar required therefore for 4

cum required beldar is 16.00 @ 189 3024.00



3024.00 0.14 423.36 %

3447.36



1% + labour cess1.0% I.e = 7.06 % on

13421.19 0.0706 947.54

14368.72

Rate per cum 359.22

Say 359.00 Cum







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.


controlled blasting










m drilling 300.00 / 50.00 6.00






= 52.5 lit 52.50 @ 59.00 3097.50 Lit

4132.50



day drilling = 4132.50 / 2 x 50.00 41.33



Fitter 2/3 @ 350.00 233.33



233.33 0.14 32.67 %


Drilling charges for 80 holes of 0.75 m depth

= 60 m depth = total of (I to vii) above

4439.83


4439.83 / 60 74.00


60 x 111.00 6659.74


controlled blasting


stick in each hole for 80 holes =1* 80*0.14 =

11.2 kg 11.20 @ 120.00 1344.00



mt 160.00 @ 6.00 960.00

iv labour

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00



90.00 14 12.60

5769.90


Excavator 2.00 @ 2085.00 4170.00

Dumper 2.00 @ 359.00 718.00

4888.00





cum





3024.00 0 423.36 %

3447.36



1% + labour cess1.0% I.e = 7.06 % on 20765.00 0.0706 1466.01

22231.01

Rate per cum 22231.01 / 40.00 555.78

Less for recovery of useable stones 30% 0.30 @ 424.13 -127.24 %

428.54

Say 429.00 Cum







and lift of 1.5m complete in all respect

For excavation of 10 mx 10 mx 0.30 m = 30

cum out put per hour 30.00 Cum

i Charges for line drilling

Drilling holes of 0.30 m each then number of

empty holes at an interval of 1 m will be =

121 Therefore total depth will be 121 x 0.0 =

36.30 mts. And Drilling charges per running

meter (As per running mt cost as item 2 (d)

36.3 @ 71.78 2605.63 mt

ii Stone breaker Grade I 15.00 @ 270.00 4050.00 no

iii Beldar to assist stone breaker 15.00 @ 189 2835.00 no

iv Khupa machine for 12 hrs 2 300.00 1.5 900.00 no

v Compressor 1 no 250 cft to operate 2 nos of

Khurpa machines for 12 hours1.00 850.00 1.5 1275.00 no

vi Disel charges for compressor for 12 hrs @ 5

lit per hr 60.00 @ 59.00 3540.00 lit

vii Beldar for removing and depositing the

excavated material 20.00 @ 270.00 5400.00 no

viii T&P and Labour welfare 3%+Sundaries1%


12285.00 0.14 1719.90 %

Total rate for 30 cum 22325.53


1% + labour cess1.0% I.e = 7.06 % on

22325.53 0.0706 1576.18

23901.71

Therefore rate for 1 Cum 23901.71 / 30.00 796.72 Cum

Say 797.00 Cum







all respect.



From item no 4 above add extra

i 20% on labour charges i.e. on 12285.00 20 2457.00 %

ii 10% on Khurpa machine charges &

compressor charges (without POL) taken in

item no 4 i.e. on 2175.00 10 217.50 %

iii T&P and Labour welfare 3%+Sundaries1%


2457.00 14 343.98



1% + labour cess1.0% I.e = 7.06 % on

3018.48 213.10

3231.58


Rate for item no 4 above 796.72

904.44

Say 904.00 Cum

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.

labour charges for disposal of 1 cum of solid

rockStone breaker Grade II 1/6 @ 225.00 37.50 no

Beldar 1/2 @ 189.00 94.50 no

Mate 1/6 @ 225.00 37.50 no

Mistry 1/20 @ 400.00 20.00 no

189.50



189.50 14 26.53 %

216.03 Cum


1% + labour cess1.0% I.e = 7.06 % on

216.03 15.25

231.28

Say 231.00 Cum

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


(i) Unlined section 13.00 Sqm

(ii) Lined section 11.00 Sqm

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

having



Measurements of works for item No. 7 (a)

& 7 (b) shall be limited to canal bed area

only

(c) For depth above 30cm. 65.00 Cum

(d) Extra on item 7(c) only if silt clearance is

done under water & mud. 16.00 Cum

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. complete in

all respect

(a) Earth / Soil

Beldar to lift soil 0.40 @ 189 75.60 no

Beldar/Filler soil 0.40 @ 189 75.60 no

Beldar/Carrier soil 1 2/3 @ 189 321.30 no

Mate 1/15 @ 300.00 20.00 no

492.50



492.50 14 68.95 %

561.45


1% + labour cess1.0% I.e = 7.06 % on

561.45 39.64

Total for 10 cum 601.09

or 60.11 cum

Say 60.00 Cum

(b) Rock

Beldar/Filler 1.00 @ 189.00 189.00 no

stone breaker 0.75 @ 225.00 168.75

Beldar/Carrier 2 @ 189.00 378.00 no

Mate 1/12 @ 225.00 18.75 no

754.50



754.50 14 105.63 %



1% + labour cess1.0% I.e = 7.06 % on

860.13 7.06 60.73 %


or 92.09 cum

Say 92.00 Cum

(c) Mixed strata muck 73.00 Cum

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 6.00 Cum

b Not exceeding 20cm 5.20 Cum

10 Extra lead over item no 8 of excavated

matrerial.

a. Beyond initial lead of 50 m & upto 250m 7.70 Cum

b. Add extra over item 10 (a) for lead beyond

250m & upto 750m (for average 1/2Km).7.70 Cum

c. Add extra for each subsequent lead of 500m

or part, there of beyond ½ Km. & upto 5 Km

7.70 Cum

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 un-

loading wherever required

7.00 Cum

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. 25%

13 Collection of usable rock spalls from

excavation works and stacking

Beldar/Coolie 1/4 @ 189 47.25

47.25



47.25 14 6.62

53.87


1% + labour cess1.0% I.e = 7.06 % on

53.87 7.06 3.80

Total 57.67

Say 58.00 Cum

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.

Beldar for filler & carrier 1/6 @ 189.00 31.50 no

Beldar for consolidation 1/18 @ 189.00 10.50 no

42.00



42.00 14 5.88 %

47.88


1% + labour cess1.0% I.e = 7.06 % on 47.88 7.06 3.38 %

51.26

Say 51.00 Cum

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, complete in all respect.

Material

Cost of sand Un screened 1.00 @ 740.00 740.00

Labour

Beldar 4/9 @ 189.00 84.00



84.00 14 11.76

835.76


1% + labour cess1.0% I.e = 7.06 % on

835.76 7.06 59.00

894.76

Say 895.00 Cum

16 Filling in plinth with locally available river

shingle under floors including watering ,

ramming , consolidating and dressing

complete including cost of shingle, and


with cost of dewatering wherever required,


Material

Cost of sand Local 1.00 @ 100.00 100.00

Labour

Beldar 2/5 @ 189 75.60



75.60 14 10.58

186.18


1% + labour cess1.0% I.e = 7.06 % on

186.18 7.06 13.14

199.33

Say 199.00 Cum


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


Machinary Component






795.00 P Hr


175.00 175.00 P Hr


352.00 P Hr

iii Use of Tractor up to 40 hp 73.57 74.00 P Hr


157.00 P Hr

iv Use of Karwa 75.00 75.00 P Hr

Assuming per hour out put as cum 40.00 Cum

i Machinary required as:

J.C.B. 1.00 @ 795.00 795.00 no

Dumper 3.00 @ 352.00 1056.00 no

Tractor up to 40 hp 1.00 @ 157.00 157.00 no

Karawha 1.00 @ 75.00 75.00 no

2083.00

iii Component for labour for breaking of clods,

sorting of grass, pebbles etc. & dressing for

10% of qty. of per hour output ie. 10 % of 40

cum =4 cum


4.0 cum 2.00 @ 189 378.00 no

Mate 1/8 @ 225.00 28.13 no

Mistry 1/30 @ 400.00 13.33 no

419.46



419.46 14 58.72 %

478.18

2561.18


1% + labour cess1.0% I.e = 7.06 % on

2561.18 7.06 180.82

2742.00

68.55

Say 69.00 Cum

a. Extra charges for lead beyond 250m and

upto 750m (for average ½ km) 7.20 Cum

b. Add extra for each subsequent lead of 500m

or part, there of beyond ½ Km and up to 5

km 6.00 Cum

c. Add extra beyond 5km for each subsequent

km. or part there-of. 8.00 Cum


BY MACHINARIES


Rate for 1 cum


Total hourly rate for one no of Tractor

Total of (a) {Total charges for Machinary for 1 hr with POL}

Total rate of excavation =i+ii+iii=


excavation for embankments in hard soil,

morrum or highly weathered strata dry or




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


a. With initial lead of 250 m

Machinary Component






795.00 P Hr


175.00 175.00 P Hr


352.00 P Hr



157.00 P Hr




J.C.B. 1.00 @ 795.00 795.00 no

Dumper 3.00 @ 352.00 1056.00 no


Karawha 1.00 @ 75.00 75.00 no

2083.00



10% of qty. of per hour output ie. 10 % of 35

cum = 3.5 cum


3.5 cum 2.33 @ 189 441.00 no

Mate 1/8 @ 225.00 28.13 no

Mistry 1/30 @ 400.00 13.33 no

482.46



482.46 14 67.54 %

550.00

2633.00


1% + labour cess1.0% I.e = 7.06 % on 2633.00 7.06 185.89

2818.89

80.54

Say 81.00 Cum

b. With lead beyond 250 m and up to 750 m

(for average lead ½ Km) 81.00 7.20 88.20 Cum



km 6.00 Cum

d. Add extra beyond 5km for each subsequent







Rate for 1 cum

e Deduct if only carriage of earth is to be done

( including unloading and placing on

embankment in 15 cm layers) 22.00 Cum

19 Deduct in item no 18 (a) & (b) above if

Standard Proctor's density to be achived is at

least 95% 5.00 Cum

20 Compaction of earth or highly weathered

strata

a. By manually or plain roller. (density 90% of

Proctor)

Hire charges of Plain roller 0.022 @ 150.00 3.30 Cum

Tractor 0.022 @ 526.80 11.59 Cum

14.89

Labour welfare 2%+contractor profit 10% I.e

= 12% on 14.89 12.00 1.79 %

16.68


1% + labour cess1.0% I.e = 7.06 % on 16.68 7.06 1.18 %

17.85

Say 18.00 Cum

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

Hire charges of roller 0.025 @ 200.00 5.00 Cum

Tractor above 40 HP 0.025 @ 752.00 18.80 Cum

23.80

Labour welfare 3%+contractor profit 10% +

sundries 1% I.e = 14% on 23.80 14 3.33 %

27.13


1% + labour cess1.0% I.e = 7.06 % on

27.13 7.06 1.92

29.05

Say 29.00 Cum

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

Hire charges of Sheep foot roller 0.023 @ 200.00 4.60 Cum


21.08

Labour welfare 2%+contractor profit 10% I.e

= 12% on 21.08 14 2.95 %

24.03


1% + labour cess1.0% I.e = 7.06 % on

24.03 7.06 1.70

25.73

Say 26.00 Cum

c. Add extra over item No. 20 (b) for

compaction in restricted area nearby

structure or flanks by hand rammers or by

pneumatic tampers. 20.00% Cum

d. Add extra over item No. 20 (b) Compaction

of earth work by mechanically operated

vibro compactor. 10.00% Cum

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 complete in all

respect

Labour required for 1 sqm lip cutting having

thickness 0.45 m

Beldar 1/12 @ 189.00 15.75 no



15.75 14 2.21 %

17.96


1% + labour cess1.0% I.e = 7.06 % on

17.96 7.06 1.27

19.22

Say 19.00 Sqm

22 Benching base and depositing the excavated

material including dressing etc. complete

within initial lead up to 50m and lift up to

1.5m

Labour required for 1 cum

Beldar for excavation 1/6 @ 189.00 31.50 no

Beldar for dressing 1/9 @ 189.00 21.00 no

52.50



52.50 14 7.35 %

59.85


1% + labour cess1.0% I.e = 7.06 % on 59.85 7.06 4.23

64.08

Say 65.00 Cum

23 Labour charges for puddle work to obtain

minimum dry density as 90 % of M.D.D.


Beldar 1/4 @ 189.00 47.25 no



47.25 14 6.62 %

53.87


1% + labour cess1.0% I.e = 7.06 % on 53.87 7.06 3.80

57.67

Say 58.00 Cum

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.

Labour required for 1RM

Beldar for excavation 1/5 @ 189.00 37.80 no TASK CHANGED

Beldar for dressing , Ramming etc 1/6 @ 189.00 31.50 no

69.30



69.30 14 9.70 %

79.00


1% + labour cess1.0% I.e = 7.06 % on

79.00 7.06 5.58 %

84.58

Say 85.00 Per RM

25 Dressing of uneven embankment in required

profile

Beldar for dreessing, ramming etc 0.04 @ 189.00 7.56



7.56 14 1.06

8.62


1% + labour cess1.0% I.e = 7.06 % on 8.62 7.06 0.61

9.23

Say 9.30 Sqm

26 Picking the surface of old embankment

Beldar for Picking 0.01 @ 189.00 1.89



1.89 14 0.26

2.15


1% + labour cess1.0% I.e = 7.06 % on 2.15 7.06 0.15

2.31

Say Sqm

27 Scrapping of grass and shrubs

Beldar for Scraping of grass and shurbs 0.0125 @ 189.00 2.36



2.36 14 0.33

2.69


1% + labour cess1.0% I.e = 7.06 % on 2.69 7.06 0.19

2.88

Say 2.90 Sqm

28 Ploughing/ Picking of surface of old

embankment

Tractor rental charges for one sqm (in one

day tractor will plough 2 bigha) 0.0011012 @ 575.00 0.63 TASK CHANGED

Karawha (in one day tractor will plough 2

bigha) 0.0011012 @ 75.00 0.08

pol of tractor 24 @ 59.00 1.56

one beldar for 3 bigha 0.0011012 @ 189.00 0.21


contractor profit 10% I.e = 14% on 0.21 14.00 0.029

2.51


1% + labour cess1.0% I.e = 7.06 % on

2.51 7.06 0.18

2.69

Say 2.70 / 10 Sqm

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.

Labour required for 1 sqm

Beldar for Ploughing, levelling etc. 1/8 @ 189.00 23.63 no

Beldar for transplantation of grass 1/8 @ 189.00 23.63 no

Cost of grass seeds 1.00 LS

Maintenance charges including watering 15.00 LS

63.25



63.25 14 8.86 %

72.11


1% + labour cess1.0% I.e = 7.06 % on 72.11 7.06 5.09 %

77.20

Say 77.00 Sqm

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

Beldar for spreading 0.0175 189.00 3.31 no



3.31 14.00 0.46 %

3.77


1% + labour cess1.0% I.e = 7.06 % on

3.77 7.06 0.27

4.04

Say 4.10 Sqm

(b) 10 cm to 13 cm depth




4.91 14.00 0.69 %

5.60


1% + labour cess1.0% I.e = 7.06 % on 5.60 7.06 0.40

6.00

Say 6.00 Sqm

(c) 15 cm to 18 cm depth




5.29 14 0.74 %

6.03


1% + labour cess1.0% I.e = 7.06 % on

6.03 7.06 0.43

6.46

Say 6.50 Sqm

31 Repairs of rain cuts, gullies etc. on bunds

embankments, canals and other petty works.

20.00%

extra on

basic rate

32 Watering of earth including cost of carriage

of water when source of water is

(a) up to 1 km

Water tanker 0.013 @ 175.00 2.28 no

Water man (Beldar) 0.02 @ 189.00 3.78 no

6.06



6.06 14 0.85 %

6.90


1% + labour cess1.0% I.e = 7.06 % on 6.90 7.06 0.49

7.39

Say 7.40 Cum

(b) Beyond 1 Km but upto 5 Km extra per Km

Water tanker 0.015 @ 175.00 2.63 no

2.63



2.63 14 0.37 %

2.99


1% + labour cess1.0% I.e = 7.06 % on 7.06 2.99 0.21 %

3.20

Say 3.30 Cum

(d) Extra for every subsequent 1 Km or part

thereof when source is more than 5 Km

Water tanker 0.011 @ 175.00 1.93 no

1.93



1.93 14 0.27 %

2.19


1% + labour cess1.0% I.e = 7.06 % on

2.19 7.06 0.15 %

2.35

Say 2.40 Cum

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.

12.00 Cum

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,


(2) The rates given below are inclusive of

dewatering wherever required.

34 Supplying and laying sand in required profile

including all lead & lifts.

a Cost of material

1 Cum sand @ 740.00 740.00

b Labour Charges

1/2 Beldar @ 189.00 94.50

T&P,Labour welfare @ 3% on 94.50 2.84

Sundries 1% of 94.50 0.95

Contractor's profit @ 10% on 94.50 9.45


1% + labour cess1.0% I.e = 7.06 % on

107.73 7.61

106.79 748.55

Say 107.00 749.00 856.00 Cum

35 Supplying and laying aggregate in layers and

profile as specified including all leads &

lifts.

(a) Broken ballast 40 to 80 mm size

i Cost of material

1 Cum aggregate @ R 536.00 536.00

ii Labour Charges

½ Beldar @ 189 94.50





1% + labour cess1.0% I.e = 7.06 % on 107.73 7.61

106.79 8.55

Total i+ii 106.79 544.55

Say 107.00 545.00 652.00 Cum

(b) Broken ballast 20 to 40 mm size

i Cost of material

1 Cum aggregate @ 680.00 680.00

ii Labour Charges

As per item a ii 106.79 8.55

106.79 688.55

Say 107.00 689.00 796.00 Cum

(c) River gravel 40 to 80 mm size

i Cost of material


1 Cum river gravel @ 534.00 534.00

ii Labour Charges


106.79 542.55

Say 107.00 543.00 650.00 Cum

(d) River gravel 20 to 40 mm size

i Cost of material


ii Labour Charges


106.79 678.55

Say 107.00 679.00 786.00 Cum

(e) River gravel up to 20 mm size

i Cost of material


ii Labour Charges


106.79 743.55

Say 107.00 744.00 851.00 Cum

36 Dry boulder filling in required profile with

filling of voids etc. complete including all

lead & lifts, and well finished surface

i Cost of material

1 Cum Boulders @ 650.00 650.00

0.2 Cum Spalls @ 400.00 80.00

ii Labour Charges

1 Beldar @ 189 189.00


Sundries 1% of 189.00 1.89



1% + labour cess1.0% I.e = 7.06 % on

215.46 15.21

213.57 17.10

Total i+ii 213.57 747.10

Say 214.00 747.00 961.00 Cum

37 Supplying and laying quarry spalls properly

graded but not more than 10cm in size with

spreading in required profile including all

leads & lifts

i Cost of material

1 Cum Spalls @ 400.00 400.00

ii Labour Charges

1 Beldar @ 189 62.37





1% + labour cess1.0% I.e = 7.06 % on 71.10 5.02

70.48 5.64

Total i+ii 70.48 405.64

Say 70.00 406.00 476.00 Cum

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)

i Cost of material

1 Cum of pitching stones of 45 cms depth @

780.00 780.00

0.10 cum quarry spalls @ Rs. 400.00 40.00

0.00 820.00

ii Labour Charges

½ Mason grade II @ 400 200.00

1.5 Beldar @ 189 283.50

483.50


Sundries 1% of 483.50 4.84



1% + labour cess1.0% I.e = 7.06 % on 551.19 38.91

546.36 43.75

Total i+ii 546.36 863.75

Say 546.00 864.00 1410.00 Cum

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

i Cost of material


750.00 750.00

0.10 cum quarry spalls @ 400.00 40.00

0.00 790.00

ii Labour Charges


¾ Beldar @ 189 141.75

341.75


Sundries 1% of 341.75 3.42



1% + labour cess1.0% I.e = 7.06 % on 389.60 27.51

386.18 30.92

Total i+ii 386.18 820.92

Say 386.00 821.00 1207.00 Cum

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

i Cost of material


780.00 780.00


0.00 820.00

ii Labour Charges


1Beldar @ 189 189.00

389.00


Sundries 1% of 389.00 3.89



1% + labour cess1.0% I.e = 7.06 % on

443.46 31.31

439.57 35.20

Total i+ii 439.57 855.20

Say 440.00 855.00 1295.00 Cum

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)

i Cost of material

1 Cum of stones(boulders) @ 670.00 670.00


0.00 710.00

ii Labour Charges

1/6 Mason grade II @ 400 66.67

1Beldar @ 189 189.00

255.67


Sundries 1% of 255.67 2.56



1% + labour cess1.0% I.e = 7.06 % on 291.46 20.58

288.90 23.13

Total i+ii 288.90 733.13

Say 289.00 733.00 1022.00 Cum


i Cost of material



0.00 710.00

ii Labour Charges


1 1/5Beldar @ 189 226.80

293.47


Sundries 1% of 293.47 2.93



1% + labour cess1.0% I.e = 7.06 % on

334.55 23.62

331.62 26.55

Total i+ii 331.62 736.55

Say 332.00 737.00 1069.00 Cum

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)

i Cost of material

0.95 Cum of stones(boulders) @ 630.00 598.50

0.00 598.50

ii Labour Charges

0.4 Beldar @ 189 75.60

75.60





1% + labour cess1.0% I.e = 7.06 % on

86.18 6.08

85.43 6.84

Total i+ii 85.43 605.34

Say 85.00 605.00 690.00 Cum

(b) Deduct from item no 40 (a) if only laying is

to be done 630.00 Cum

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.250.00 100 m

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.

Average out put per day (3000 sqm)

Hire charges of tractor 0.03 @ 515.00 13.73 /10 Sqm

Hire charges of karwah 0.027 @ 75.00 2.00 /10 Sqm

pol @3 lit/ hr 0.080 @ 57.63 4.61 /10 Sqm

as per item no. 10 c of part A of this chapter

PART – D : QUARRY RUBBISH / SPALL :-

mistry 0.003 @ 400.00 1.33 /10 Sqm

21.68 /10 Sqm

Labour Charges 0.020 @ 189.00 3.78 /10 Sqm



3.78 14 0.53 %

25.99


1% + labour cess1.0% I.e = 7.06 % on

25.99 7.06 1.83

27.82

Say 28.00 /10 Sqm

44 Spreading & consolidation / compaction of

quarry rubbish / spalls to required grade &

camber by plain roller including watering.

CHARGES FOR COMPACTION

Average out put of one roller for I km top

width 4.5 meter

Hire charges of Plain roller 0.002 @ 7120.00 15.82 /10 Sqm

pol @5 lit/ hr 0.002 @ 2305.20 5.12 /10 Sqm

water charges for compaction required 5.24 /10 Sqm

26.18 /10 Sqm

Labour Charges

7 Beldar for spreading 0.016 @ 189 2.94 no



2.94 14 0.41 %

3.35


1% + labour cess1.0% I.e = 7.06 % on

29.53 7.06 2.09

31.62

CHARGES FOR SPREADING 28.00

Say 60.00 /10 Sqm

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.

Survey work

survey work in semi hilly area 1 550.00 550 p sqm

constr of pucca bench mark 4 425.00 1700 no

distance stone 5 180.00 900 no

3150

Rehabilitation work

Jungle clearance = 1000*2.2 2200 0.70 1540 p sqm

silt clearance =1000(0.5+1.0)*0.5*0.3 240 65.00 15600 p cum

Bank formation = 2*1000(0.3+0.5)*0.5*0.1 80 69.00 5520 p cum

contractor profit is already added 22660

25810

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.


CC 1:3:6 2 1 0.35 0.1 0.07 CUM

2 0.5 0.35 0.1 0.035 CUM

0.105 CUM 3338.00 350.49

RR in foundation CM 1:6

2 1 0.35 0.4 0.28 CUM

2 0.5 0.35 0.4 0.14 CUM

0.42 CUM 2850.00 1197

Nakka be lining in CC 1;3;6, 75 MM thick

1 1 0.35 0.35 sqm

1 0.85 0.35 0.2975 sqm

0.6475 sqm 302.00 195.545

coping 2 1 0.35 0.7 sqm

2 0.5 0.35 0.35 sqm

1.05 sqm 195.00 204.75

plaster 2 1 0.4 0.8 sqm

2 0.85 0.4 0.68 sqm

1.48 sqm 196.00 290.08

S&F nakka gate 450

2688

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.

Rate of single nakka 2688

Extra of nakka gate 450

3138

48 Construction of CD works as per 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.

Excavation 2 1.1 1.1 0.5 1.21

1 4.4 0.3 0.3 0.396

1.606 59.00 94.754

CC 1:3:6 2 1.1 1.1 0.1 0.242 3338.00 807.796

RR in foundation CM 1:6 8 0.85 0.35 0.9 2.142 2850.00 6104.7

coping 2 4 0.35 2.8 195.00 546

plaster 2 4.4 0.4 3.52 196.00 689.92

P&L spun pipe 5 5 730 3650

11893

1

2

3

4

5

6

7

8

9

10

11

12

13

14







(A) Soft / loose soil

(i) Labour charges


@ Rs. 189.00 567.00


1/10 Mate @ Rs. 225.00 3.75

1/50 Mistry @ 400.00 8.00

578.75

(ii) Other charges


Sundries etc. 1% on Rs. 578.75 5.79

Basic rate

in `

No extra payment will be made for de-watering on any items of this chapter.

Rate in `

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


Unit

Mixed rates 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.

Item

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.





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

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

compaction, wastage etc.





BY MANUAL LABOUR

CHAPTER - V

NOTES

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


These rates are at work site inclusive of all taxes, levies , turn over tax, income tax, sales tax, octroi,

panchayat tax, Contractors profit, overheads & royalty etc.

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.

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)

S. No.

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)



33


Basic rate

in `

Rate in `

UnitItemS. No.




Rs. 659.78 39.98

Total For 10 cum 653.99 45.77

Say Rs. For 1 cum 65.00 5.00 70.00 Cum

(B) Hard / dense soil

(a) Labour charges


@ Rs. 189.00 661.50


1/8 Mate @ Rs. 225.00 22.50

1/40 Mistry @ 400.00 10.00

694.00

(b) Other charges


Sundries etc. 1% 694.00 6.94

Contractor's profit @ 7.5% on Rs. 694.00 52.05



Rs. 773.81 46.89

Total For 10 cum 766.87 53.83

Say Rs. For 1 cum 77.00 5.00 82.00 Cum

(C) Hard soil mixed with kankar / boulders,

morrum

(a) Labour charges


@ Rs. 189.00 945.00

1/6 Mate @ 225.00 37.50

1/30 Mistry 400.00 13.33

995.83

(b) Other charges


Sundries etc. 1% 995.83 9.96



Royalti 0.50% I.e = 4.06 % on Rs. 1135.25 46.09

Total For 10 cum 1125.29 56.05

Say Rs. For 1 cum 113.00 6.00 119.00 Cum






(A) Soft / disintegrated rock

a) Labour charges


@ Rs. 189.00 1890.00

1/3 Mate @ Rs. 225.00 75.00

1/15 Mistry @ 400.00 26.67

1991.67

(b) Other charges


Sundries etc. 1% 1991.67 19.92



Royalti 0.50% I.e = 4.06 % on Rs.2270.50 92.18

Total For 10 cum 2250.58 112.10

Say Rs. For 1 cum 225.00 11.00 236.00 Cum

(B) Hard rock not requiring blasting

a) Labour charges

14.5 Beldars ( excavators, fillers, carriers &

dressers ) @ Rs. 189.00 2740.50

2 stone breakers and heavy material lifters

@ Rs. 270.00 540.00

1/5 Beldar for stacking @ Rs. 189.00 37.80

1/4 Mate @ Rs. 225.00 56.25

1/10 Mistry @ Rs. 400.00 40.00

3414.55

(b) Other charges


34


Basic rate

in `

Rate in `

UnitItemS. No.

Sundries etc. 1% 3414.55 34.15



Royalti 0.50% I.e = 4.06 % on Rs. 3892.59 158.04

Total For 10 cum 3858.44 192.18

Say Rs. For 1 cum 386.00 19.00 405.00 Cum

Deduct cost of Quarry rubish 380.00 x 0.20 76.00

Net 310.00 19.00 329.00 Cum

(C) Phylites & other hard rock requiring

nominal blasting

(i) Drilling charges

a Considering life of drill rod for drilling in

phylites as 350 m, and cost as for 800 mm

rod, cost of drill rod per m.of drilling

3600 10.29

b Sharpening charges for grinders L.S 20.00

c Pipe fitting,hoses, lubricating oil etc. 8.00

d Charges for jack hammer @ Rs. per day of 8

hours, 75 m/day drilling 300 4.00

e Using 210 cfm air compressor supplying air

to 2 jack hammers, hire charges @ Rs.

Rent for 8 hr. 850


3210 21.40


73.69

(ii) Labour for drilling.

2 Nos. drillers @ Rs. 260.00 520.00

1 Nos. Helper @ Rs. 300.00 300.00

½ No. Beldar for spreading hose pipe,

shifting, making connection etc. @ Rs. 189.00 94.50

1/20 No. fitter @ Rs. 350 17.50

1/20 No. helper @ Rs. 300.00 15.00

947.00


Sundries etc. 1% 947.00 9.47



Royalti 0.50% I.e = 4.06 % on Rs. 1153.27 46.82

1070.11 56.29

Total charges for 150 m drilling rate/ metre

of drilling 7.13 0.38

Total drilling charges per metre (1)+(ii) 7.13 74.06

Considering 15 holes/ 10 cum of blasting

and 750 mm drilling/holes total drilling

charges i.e 11.25 times of above rate. 80.26 833.19

(iii) Cost of explosives.

considering ½ stick in each , supplemented

by ammonium nitrate as catalysing agent

Gelatine required = 1/2x15x0.14 = 1.05 kg

@ Rs. 120.00 126.00

Ammonium Nitrate required @100 gms/hole

= 1.5 Kg.@ Rs. per Kg. 70.00 105.00

Ordinary detonators 1 No,/hole 15 Nos @

Rs. 18.00 270.00

Fuse coil 1 m/hole = 15 metres @ Rs. Per

meter 6.00 90.00

591.00

(iv) Labour charges.

19 Beldars ( excavators fillers carriers &

dressers etc.) @ Rs. 189.00 3591.00

2 stone breakers and heavy material lifters

@ Rs. 270.00 540.00

2/3 Mate @ Rs.47.00 each 225.00 150.00

1/15 Mistry @ Rs.75.00 each 400.00 26.67

4307.67

Other charges


Sundries etc. L.S. 1% 4307.67 43.08

35


Basic rate

in `

Rate in `

UnitItemS. No.



Royalti 0.50% I.e = 4.06 % on Rs. 5501.74 223.37

for 10 Cum 4947.92 1764.32

Say Rs. for 1 Cum 495.00 176.00 671.00 Cum 213.00


Net 365.00 1764.32 541.00 Cum

(D) Hard rock (dry or moist) requiring blasting













A Drilling charges

i Considering life of drill rod as 150 m of

drilling hard rock and cost of one drill rod

(800 m) as Rs. cost of drill rod per m

of drilling 3600 24.00

ii Sharpening charges for grinders L.S. 20.00

iii Pipe fitting etc. including depreciated cost of

G.I.pipe line, fitting ofhose coupling

lubricating oil etc. L.S. 8.00

iv Charges for jack hammer assuming one jack

hammer will drill 50 m of length in one shift

of 8hours , Hire charges of jack hammer @

Rs…. per day for 8 hours, the charges for

per metre drilling =

300 6.00

v Using 210 cfm air compressor supllying air

to 2 jack hammers, hire charges of 210 cfm

(diesel )compressor @ Rs.

Rent for 8 hr. 850


3210 32.10


91.10

vi Labour required for drilling in one shift with

two jack hammers i.e for 100 metre drilling

2 Nos drillers @ Rs. 260.00 520.00

Driller helper 1 Nos @ Rs. 300.00 300.00

Beldar for spreading hose pipe, shifting

making connections ½ Nos. @ 189.00 94.50

1/6 fitter @ Rs. 350 58.33

1/6 helper to fiter @ Rs. 300.00 50.00

1022.83


Sundries etc. 1% 1022.83 10.23



Royalti 0.50% I.e = 4.06 % on Rs. 1257.13 51.04

1155.80 61.27

Charges/metre drilling 11.56 0.61

Total drilling charges/M 11.56 91.71

Say 12.00 92.00 104.00

Thus 750 mm drilling/hole., total drilling

charges per cum for 1.50m ( 2 holes) 18.00 138.00

Say 18.00 138.00 156.00

(b) Blasting charges

Considering 2 Holes to be blasted for 1 cum

solid, gelatine required 0.28 kg @ Rs.

Kg(@ 0.14 Kg each stick) 120.00 33.60

36


Basic rate

in `

Rate in `

UnitItemS. No.

Ordinary detonators 2 Nos. @ Rs. each

18.00 36.00

Fuse coil 4 metres @ Rs. 6.00 24.00

Add 2½ % for rehandling of explosive

material on Rs. 93.60 2.34

Labour required per cum

1/200 Blaster @ Rs. 300 1.50

1/200 helper @ Rs. 300.00 1.50

3.00 95.94


Sundries etc. 1% 3.00 0.03



Royalti 0.50% I.e = 4.06 % on Rs. 99.36 4.03

Total Blasting Charges 3.39 100.00

Say Rs. 3.00 100.00 103.00

( c) Mucking charges

Labour required for mucking

10 cum of solid rock

2 Nos. stone breakers @ Rs. 270.00 540.00

4 Nos.excavators ( Beldars ) @ Rs. 189 756.00

3 Nos fillers (Beldars ) @ Rs. per day 189 567.00

2 Nos heavy material lifters ( chawalia) @

Rs. 300.00 600.00

6 Nos carriers ( Beldars @ Rs. 189 1134.00

1 Nos.dresser ( Beldar ) @ Rs. 189 189.00

1/2.5 Mate @ Rs. 225.00 90.00

1/10 Mistry @ Rs. 400.00 40.00

3916.00


Sundries etc. 1% 3916.00 39.16



Royalti 0.50% I.e = 4.06 % on Rs. 4464.24 181.25

for 10 Cum 4425.08 220.41

Say Rs. for 1 Cum 443.00 22.00 465.00

Summary of charges ( for one cum )

a)Drilling charges 18.00 138.00 156.00

b)Blasting charges 3.00 100.00 103.00

c)Mucking charges. 443.00 22.00 465.00

464.00 260.00 724.00 Cum


Net 301.00 260.00 561.00 Cum

(b) Only mucking charges including dressing 465.00 Cum

(E) Excavation including loading unloading

disposal and dressing of excavated mix

strata ( soil & rock) within initial lead of

50m and lift upto 1.5m in dry or moist

including dressing of excavated area, de-

watering wherever required complete in all

respect. (Mix strata shall be applicable only

up to depth of 2 m beyound depth of 2.0 m

actual strata classification shall be

applicable. )

Strata classification % Rate Amount

Soft / loose soil 5 70.00 3.50

Hard / dence soil 20 82.00 16.40

Hard sol mixed with murrm & boulder 20 119.00 23.80

Soft / desintegrated rock 30 236.00 70.80

Hard rock not requiring blasting 15 329.00 49.35

Phylite rock requiring nominal blasting 5 541.00 27.05

Hard rock blasted 5 561.00 28.05

100.00 218.95

Say 219.00 Cum

37


Basic rate

in `

Rate in `

UnitItemS. No.








any , in :


nominal blasting 730.00 Cum 1.346821







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.

757.00 Cum







and lift of 1.5mcomplete in all respect

for 10 Cum

i 10 m of line drilling @ Rs. 104.00 120.00 920.00

ii a 20 Beldars for barring and wedging etc. @

Rs. 189 3780.00

b 15 Beldars for removing muck @ Rs. 189 2835.00

c 5 Stone breaker @ Rs. 270.00 1350.00

d 1 Mate @ Rs. 225.00 225.00

e 1/10 Mistry @ Rs. 400.00 40.00

8230.00

iii Cost of operating one Khurpa machine for

chipping

a Compressor 210 cfm for 2 hr. @

Rent for 8 hr. 850.00 212.50

Fuel for 2 Hr @ 5 Lit per hr. @ Rs. 590 5900.00

b Khurpa machine with mol point 2 nos for

two hours @ Rs. 300.00 150.00

Toatal Rs. 6262.50

iv Other charges


Sundries etc. 1% 8230.00 82.30



Royalti 0.50% I.e = 4.06 % on Rs. 15644.70 635.17

1069.90 717.47

Total (i to iv ) for 10 cum 9419.90 7899.97

Say for 1 Cum 942.00 790.00 1732.00 Cum







all respect.

a 1.50 m drilling @ Rs. 104.00 18.00 138.00

b Blasting Charges

i Gelatin 0.5 kg @ Rs. 120.00 60.00

ii Electric Detonator 4 nos @ Rs. 40.00 160.00

38


Basic rate

in `

Rate in `

UnitItemS. No.

iii Rehandling of Expplosive @ 2.50% on Rs.

220.00 5.50

iv Labour and other charges for blasting as per

2 D(b) 3.00

v Mucking charges as per 2 D(c) 443.00 22.00

464.00 385.50

Say for 1 Cum 464.00 386.00 850.00 Cum

ANALYSIS FOR 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


excavated area, dewatering wherever







POL consumption of JCB @ 5 lit Per Hr 5.00 59 295.00

795.00 P Hr


175.00 175.00 P Hr

POL consumption of dumper @ 0.25 lit Per

Km 3.13 59 184.38

359.38 P Hr

(a) For the strata Soft/Loose soil (out put per

hour)

40.00 Cum


J.C.B. 795.00 1.00 795.00 No

Dumper 359.38 3.00 1078.00 No

1873.00

0.3 beldar required for 1 cum, therefore for

40 cum no of beldar required 1.2 @ 189 226.80 No

Total 226.80

2099.80



226.80 0.14 31.75


1% + labour cess1.0% I.e = 7.06 % on 2131.55 0.0706 150.49

2282.04

57.05

Say 57.00 Cum

(b) For the strata Hard / dense soil soil (out put

per hour)40.00 Cum


J.C.B. 1.00 @ 795.00 795.00 No

Dumper 3.00 @ 359.38 1078.00 No

1873.00




4.0 cum

Mate @ 0.04 per cum 0.16 @ 225.00 36.00


40 cum no of beldar required = 1.3 @ 189 252.00 No

2161.00



288.00 0.14 40.32


1% + labour cess1.0% I.e = 7.06 % on

2201.32 0.0706 155.41

%

2356.73




Total of (a) Total charges for Machinary per hour with POL


Total rate of excavation = (a)+(b)+(c)=


39


Basic rate

in `

Rate in `

UnitItemS. No.

58.92

Say 59.00 Cum

(c) Hard soil mixed with Kankar / boulders,

Morrum 35.00 Cum


J.C.B. 1.00 @ 795.00 795.00 No

Dumper 3.00 @ 359.38 1078.00 No

1873.00




3 cum

Mate @ 0.04 per cum 0.15 @ 225.00 33.47


3.5 cum no of beldar required = 2.2 @ 189 413.44


contractor profit 10% = 14% on 446.91 0.14 62.57

Total 509.47

2382.47


1% + labour cess1.0% I.e = 7.06 % on

2382.47 0.0706 168.20

2550.68

72.88

Say 73.00 Cum

2 Excavation including loading unloading

disposal and dressing of excavated rock



excavated area, dewatering wherever


Analysis for excavation in different type of

strata



Hitachi or L&T type excavator (0.75 cum

Bucket capacity) hourly rate

Hourly rate 1200.00 1200.00 Per Hr


2085.00 P Hr


175.00 175.00 P Hr

Amount for Disel 3.13 59.00 184.00 P Hr

359.00 P Hr

(a) For strata Soft / Disintegrated rock (out put

per hour) 40.00 Cum


J.C.B. 1.00 @ 2085.00 2085.00 No

Dumper 2.00 @ 359.00 718.00 No

2803.00



Quantity of per hour output ie. of 40 cum =

4.0cum

Mate @ 0.0625 per cum 0.25 @ 225.00 56.25





756.00 0.14 105.84 %

Total 918.09

3721.09


1% + labour cess1.0% I.e = 7.06 % on

3721.09 0.0706 262.71

3983.80

99.59

Say 100.00 Cum










40


Basic rate

in `

Rate in `

UnitItemS. No.

(b) For strata Hard rock not requiring blasting

(out put per hour) 30.00 Cum


J.C.B. 1.00 @ 2085.00 2085.00 No

Dumper 2.00 @ 359.00 718.00 No

2803.00




3 cum

Mate @ 0.0625 per cum 0.19 @ 225.00 42.19




contractor profit 10% = 14% i.e. on

1134.00 0.14 158.76 %

Total 1292.76

4095.76


1% + labour cess1.0% I.e = 7.06 % on

4095.76 0.0706 289.16

4384.92

146.16

Say 147.00 Cum

(c) For strata Phylite & other hard rock

requiring nominal blasting

A Drilling charges









8 hours, therefore Jack hammer charges for

1 m drilling 100.00 @ 300.00 3.00






35 lit 35.00 @ 59.00 2065.00 Lit

2935.00



day drilling = 2935.00 / 2 x 100.00 14.68



Fitter 0.50 @ 350.00 175.00



175.00 0.14 24.50 %

Labour 199.50


66.00/150 0.44



holes 45 @ 36.12 1625.18

B Blasting charges


stick in each hole for 60 holes =0.5*

60*0.14 = 4.20 kg 4.20 @ 120.00 504.00


iii Fuse coil @ 2 mt for each hole i.e.

2*60=120 mt 120.00 @ 6.00 720.00

iv labour @

60/400 blaster 0.15 @ 300.00 45.00




41


Basic rate

in `

Rate in `

UnitItemS. No.

v 60/400 Helper 0.15 @ 300.00 45.00

2394.00


Excavator 1.00 @ 2085.00 2085.00

Dumper 2.00 @ 359.00 718.00

2803.00





cum


cum required beldar is 2.60*2.4= 10.40 @ 189 1965.60


contractor profit 10% I.e = 14% on 1965.60 0.14 275.18 %

2240.78



1% + labour cess1.0% I.e = 7.06 % on 9014.17 0.0706 636.40

9699.36

Rate per cum 242.48

Say 242.00 Cum

(d) Hard rock (dry or moist) requiring blasting













A Drilling charges







lubricant oil etc. 3.00 L.S.



m drilling 50.00 @ 300.00 6.00



of 300 cfm compressor 1.00 @ 1000.00 1000.00 P Day



= 52.5 lit 52.50 @ 59.00 3097.50 Lit

4132.50



day drilling = 4132.50 / 2 x 50.00 41.33



Fitter 1/3 @ 350.00 116.67



116.67 0.14 16.33 %


Drilling charges for 80 holes of 0.75 m

depth = 60 m depth = total of (I to vii) above

4306.83


71.78


holes 60 @ 71.78 4306.83

42


Basic rate

in `

Rate in `

UnitItemS. No.

B Blasting charges


stick in each hole for 80 holes =1* 80*0.14

= 11.2 kg 11.20 @ 120.00 1344.00



2*80=160 mt 160.00 @ 6.00 960.00

iv labour

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00



90.00 0.14 12.60

3846.60


Excavator 1.00 @ 2085.00 2085.00

Dumper 2.00 @ 359.00 718.00

2803.00

D component for daily transportation of

equipments to camp, disel storage, camp

facilities, welfare& medical facilities

.@ 5% of total of ( c ) above i.e. on 2803.00 5 140.15 %





cum


cum required beldar is 2.60*2.4 = 10.40 @ 189 1965.60



1965.60 0.14 275.18

2240.78



1% + labour cess1.0% I.e = 7.06 % on 7072.46 499.32

13836.67

Rate per cum 381.07

Less for recovery of useable stones 30% 0.3 @ 424.13 -127.24

253.83

Say 254.00 Cum








any , in :


nominal blasting


controlled blasting









8 hours, therefore Jack hammer charges for

1 m drilling 100.00 @ 300.00 3.00






40 lit 40.00 @ 59.00 2360.00 Lit

43


Basic rate

in `

Rate in `

UnitItemS. No.

3230.00



day drilling = 3230.00 /2* 100.00 16.15



Fitter 1/2 @ 350.00 175.00



175.00 0.14 24.50 %



66.00/150 0.44



45 @ 56.39 2537.33


controlled blasting


stick in each hole for 60 holes =0.5*

60*0.14 = 4.20 kg 4.20 @ 120.00 504.00



2*60=120 mt 120.00 @ 6.00 720.00

iv labour

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00

3591.00


Excavator 1.50 @ 2085.00 3127.50

Dumper 2.00 @ 359.00 718.00

3845.50





cum





3024.00 0.14 423.36 %

3447.36



1% + labour cess1.0% I.e = 7.06 % on

13421.19 0.0706 947.54

14368.72

Rate per cum 359.22

Say 359.00 Cum







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.


controlled blasting





44


Basic rate

in `

Rate in `

UnitItemS. No.






m drilling 300.00 / 50.00 6.00






= 52.5 lit 52.50 @ 59.00 3097.50 Lit

4132.50



day drilling = 4132.50 / 2 x 50.00 41.33



Fitter 2/3 @ 350.00 233.33



233.33 0.14 32.67 %


Drilling charges for 80 holes of 0.75 m

depth = 60 m depth = total of (I to vii) above

4439.83


4439.83 / 60 74.00


60 x 111.00 6659.74


controlled blasting


stick in each hole for 80 holes =1* 80*0.14

= 11.2 kg 11.20 @ 120.00 1344.00



2*80=160 mt 160.00 @ 6.00 960.00

iv labour

60/400 blaster 0.15 @ 300.00 45.00

v 60/400 Helper 0.15 @ 300.00 45.00



90.00 14 12.60

5769.90


Excavator 2.00 @ 2085.00 4170.00

Dumper 2.00 @ 359.00 718.00

4888.00





cum





3024.00 0 423.36 %

3447.36



1% + labour cess1.0% I.e = 7.06 % on 20765.00 0.0706 1466.01

22231.01

Rate per cum 22231.01 / 40.00 555.78

Less for recovery of useable stones 30% 0.30 @ 424.13 -127.24 %

428.54

Say 429.00 Cum

45


Basic rate

in `

Rate in `

UnitItemS. No.







and lift of 1.5m complete in all respect



i Charges for line drilling

Drilling holes of 0.30 m each then number

of empty holes at an interval of 1 m will be

= 121 Therefore total depth will be 121 x 0.0

= 36.30 mts. And Drilling charges per

running meter (As per running mt cost as

item 2 (d)

36.3 @ 71.78 2605.63 mt

ii Stone breaker Grade I 15.00 @ 270.00 4050.00 no

iii Beldar to assist stone breaker 15.00 @ 189 2835.00 no

iv Khupa machine for 12 hrs 2 300.00 1.5 900.00 no

v Compressor 1 no 250 cft to operate 2 nos of

Khurpa machines for 12 hours1.00 850.00 1.5 1275.00 no

vi Disel charges for compressor for 12 hrs @ 5

lit per hr 60.00 @ 59.00 3540.00 lit

vii Beldar for removing and depositing the

excavated material 20.00 @ 270.00 5400.00 no

viii T&P and Labour welfare 3%+Sundaries1%


12285.00 0.14 1719.90 %



1% + labour cess1.0% I.e = 7.06 % on

22325.53 0.0706 1576.18

23901.71


Say 797.00 Cum







all respect.



From item no 4 above add extra

i 20% on labour charges i.e. on 12285.00 20 2457.00 %

ii 10% on Khurpa machine charges &

compressor charges (without POL) taken in

item no 4 i.e. on 2175.00 10 217.50 %

iii T&P and Labour welfare 3%+Sundaries1%


2457.00 14 343.98



1% + labour cess1.0% I.e = 7.06 % on

3018.48 213.10

3231.58


Rate for item no 4 above 796.72

904.44

Say 904.00 Cum

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.

labour charges for disposal of 1 cum of solid

rockStone breaker Grade II 1/6 @ 225.00 37.50 no

46


Basic rate

in `

Rate in `

UnitItemS. No.

Beldar 1/2 @ 189.00 94.50 no

Mate 1/6 @ 225.00 37.50 no

Mistry 1/20 @ 400.00 20.00 no

189.50



189.50 14 26.53 %

216.03 Cum


1% + labour cess1.0% I.e = 7.06 % on

216.03 15.25

231.28

Say 231.00 Cum

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




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

having



Measurements of works for item No. 7 (a)

& 7 (b) shall be limited to canal bed area

only

(c) For depth above 30cm. 65.00 Cum

(d) Extra on item 7(c) only if silt clearance is

done under water & mud. 16.00 Cum

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. complete in

all respect

(a) Earth / Soil

Beldar to lift soil 0.40 @ 189 75.60 no

Beldar/Filler soil 0.40 @ 189 75.60 no

Beldar/Carrier soil 1 2/3 @ 189 321.30 no

Mate 1/15 @ 300.00 20.00 no

492.50



492.50 14 68.95 %

561.45


1% + labour cess1.0% I.e = 7.06 % on

561.45 39.64


or 60.11 cum

Say 60.00 Cum

(b) Rock

Beldar/Filler 1.00 @ 189.00 189.00 no

stone breaker 0.75 @ 225.00 168.75

Beldar/Carrier 2 @ 189.00 378.00 no

Mate 1/12 @ 225.00 18.75 no

754.50



754.50 14 105.63 %

47


Basic rate

in `

Rate in `

UnitItemS. No.



1% + labour cess1.0% I.e = 7.06 % on

860.13 7.06 60.73 %


or 92.09 cum

Say 92.00 Cum

(c) Mixed strata muck 73.00 Cum

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


with cost of dewatering wherever required


a Not exceeding 15cm 6.00 Cum

b Not exceeding 20cm 5.20 Cum

10 Extra lead over item no 8 of excavated

matrerial.

a. Beyond initial lead of 50 m & upto 250m 7.70 Cum

b. Add extra over item 10 (a) for lead beyond

250m & upto 750m (for average 1/2Km).7.70 Cum


or part, there of beyond ½ Km. & upto 5 Km

7.70 Cum

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 un-

loading wherever required

7.00 Cum

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.25%

13 Collection of usable rock spalls from

excavation works and stacking

Beldar/Coolie 1/4 @ 189 47.25

47.25



47.25 14 6.62

53.87


1% + labour cess1.0% I.e = 7.06 % on

53.87 7.06 3.80

Total 57.67

Say 58.00 Cum

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.

Beldar for filler & carrier 1/6 @ 189.00 31.50 no

Beldar for consolidation 1/18 @ 189.00 10.50 no

42.00



42.00 14 5.88 %

47.88

48


Basic rate

in `

Rate in `

UnitItemS. No.


1% + labour cess1.0% I.e = 7.06 % on 47.88 7.06 3.38 %

51.26

Say 51.00 Cum

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, complete in all respect.

Material

Cost of sand Un screened 1.00 @ 740.00 740.00

Labour

Beldar 4/9 @ 189.00 84.00



84.00 14 11.76

835.76


1% + labour cess1.0% I.e = 7.06 % on

835.76 7.06 59.00

894.76

Say 895.00 Cum

16 Filling in plinth with locally available river

shingle under floors including watering ,

ramming , consolidating and dressing

complete including cost of shingle, and


with cost of dewatering wherever required,


Material

Cost of sand Local 1.00 @ 100.00 100.00

Labour

Beldar 2/5 @ 189 75.60



75.60 14 10.58

186.18


1% + labour cess1.0% I.e = 7.06 % on

186.18 7.06 13.14

199.33

Say 199.00 Cum


excavation for embankment in hard soil,

Morrum or highly weathered strata dry or




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


Machinary Component






795.00 P HrTotal hourly rate for one no of J.C.B.


BY MACHINARIES


49


Basic rate

in `

Rate in `

UnitItemS. No.


175.00 175.00 P Hr


352.00 P Hr



157.00 P Hr




J.C.B. 1.00 @ 795.00 795.00 no

Dumper 3.00 @ 352.00 1056.00 no


Karawha 1.00 @ 75.00 75.00 no

2083.00



10% of qty. of per hour output ie. 10 % of

40 cum =4 cum


4.0 cum 2.00 @ 189 378.00 no

Mate 1/8 @ 225.00 28.13 no

Mistry 1/30 @ 400.00 13.33 no

419.46



419.46 14 58.72 %

478.18

2561.18


1% + labour cess1.0% I.e = 7.06 % on

2561.18 7.06 180.82

2742.00

68.55

Say 69.00 Cum

a. Extra charges for lead beyond 250m and

upto 750m (for average ½ km) 7.20 Cum

b. Add extra for each subsequent lead of 500m


km 6.00 Cum

c. Add extra beyond 5km for each subsequent



excavation for embankments in hard soil,

morrum or highly weathered strata dry or




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


a. With initial lead of 250 m

Machinary Component






795.00 P Hr


175.00 175.00 P Hr


352.00 P Hr








Rate for 1 cum

50


Basic rate

in `

Rate in `

UnitItemS. No.


157.00 P Hr




J.C.B. 1.00 @ 795.00 795.00 no

Dumper 3.00 @ 352.00 1056.00 no


Karawha 1.00 @ 75.00 75.00 no

2083.00



10% of qty. of per hour output ie. 10 % of

35 cum = 3.5 cum


3.5 cum 2.33 @ 189 441.00 no

Mate 1/8 @ 225.00 28.13 no

Mistry 1/30 @ 400.00 13.33 no

482.46



482.46 14 67.54 %

550.00

2633.00


1% + labour cess1.0% I.e = 7.06 % on 2633.00 7.06 185.89

2818.89

80.54

Say 81.00 Cum

b. With lead beyond 250 m and up to 750 m

(for average lead ½ Km) 81.00 7.20 88.20 Cum



km 6.00 Cum

d. Add extra beyond 5km for each subsequent


e Deduct if only carriage of earth is to be done

( including unloading and placing on

embankment in 15 cm layers) 22.00 Cum

19 Deduct in item no 18 (a) & (b) above if

Standard Proctor's density to be achived is at

least 95% 5.00 Cum

20 Compaction of earth or highly weathered

strata

a. By manually or plain roller. (density 90% of

Proctor)

Hire charges of Plain roller 0.022 @ 150.00 3.30 Cum

Tractor 0.022 @ 526.80 11.59 Cum

14.89

Labour welfare 2%+contractor profit 10%

I.e = 12% on 14.89 12.00 1.79 %

16.68


1% + labour cess1.0% I.e = 7.06 % on 16.68 7.06 1.18 %

17.85

Say 18.00 Cum

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

Hire charges of roller 0.025 @ 200.00 5.00 Cum


23.80

Labour welfare 3%+contractor profit 10% +

sundries 1% I.e = 14% on 23.80 14 3.33 %

27.13


Rate for 1 cum



51


Basic rate

in `

Rate in `

UnitItemS. No.


1% + labour cess1.0% I.e = 7.06 % on

27.13 7.06 1.92

29.05

Say 29.00 Cum

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

density

Hire charges of Sheep foot roller 0.023 @ 200.00 4.60 Cum


21.08

Labour welfare 2%+contractor profit 10%

I.e = 12% on 21.08 14 2.95 %

24.03


1% + labour cess1.0% I.e = 7.06 % on

24.03 7.06 1.70

25.73

Say 26.00 Cum

c. Add extra over item No. 20 (b) for

compaction in restricted area nearby

structure or flanks by hand rammers or by

pneumatic tampers. 20.00% Cum

d. Add extra over item No. 20 (b) Compaction

of earth work by mechanically operated

vibro compactor. 10.00% Cum

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 complete

in all respect

Labour required for 1 sqm lip cutting having

thickness 0.45 m

Beldar 1/12 @ 189.00 15.75 no



15.75 14 2.21 %

17.96


1% + labour cess1.0% I.e = 7.06 % on

17.96 7.06 1.27

19.22

Say 19.00 Sqm

22 Benching base and depositing the excavated

material including dressing etc. complete

within initial lead up to 50m and lift up to

1.5m


Beldar for excavation 1/6 @ 189.00 31.50 no

Beldar for dressing 1/9 @ 189.00 21.00 no

52.50



52.50 14 7.35 %

59.85


1% + labour cess1.0% I.e = 7.06 % on 59.85 7.06 4.23

64.08

Say 65.00 Cum

23 Labour charges for puddle work to obtain

minimum dry density as 90 % of M.D.D.


Beldar 1/4 @ 189.00 47.25 no



47.25 14 6.62 %

53.87


1% + labour cess1.0% I.e = 7.06 % on 53.87 7.06 3.80

57.67

52


Basic rate

in `

Rate in `

UnitItemS. No.

Say 58.00 Cum

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.

Labour required for 1RM

Beldar for excavation 1/5 @ 189.00 37.80 no TASK CHANGED

Beldar for dressing , Ramming etc 1/6 @ 189.00 31.50 no

69.30



69.30 14 9.70 %

79.00


1% + labour cess1.0% I.e = 7.06 % on

79.00 7.06 5.58 %

84.58

Say 85.00 Per RM

25 Dressing of uneven embankment in required

profile

Beldar for dreessing, ramming etc 0.04 @ 189.00 7.56



7.56 14 1.06

8.62


1% + labour cess1.0% I.e = 7.06 % on 8.62 7.06 0.61

9.23

Say 9.30 Sqm

26 Picking the surface of old embankment

Beldar for Picking 0.01 @ 189.00 1.89



1.89 14 0.26

2.15


1% + labour cess1.0% I.e = 7.06 % on 2.15 7.06 0.15

2.31

Say Sqm

27 Scrapping of grass and shrubs

Beldar for Scraping of grass and shurbs 0.0125 @ 189.00 2.36



2.36 14 0.33

2.69


1% + labour cess1.0% I.e = 7.06 % on 2.69 7.06 0.19

2.88

Say 2.90 Sqm

28 Ploughing/ Picking of surface of old

embankment

Tractor rental charges for one sqm (in one

day tractor will plough 2 bigha) 0.0011012 @ 575.00 0.63 TASK CHANGED

Karawha (in one day tractor will plough 2

bigha) 0.0011012 @ 75.00 0.08

pol of tractor 24 @ 59.00 1.56

one beldar for 3 bigha 0.0011012 @ 189.00 0.21


contractor profit 10% I.e = 14% on 0.21 14.00 0.029

2.51


1% + labour cess1.0% I.e = 7.06 % on

2.51 7.06 0.18

2.69

Say 2.70 / 10 Sqm

53


Basic rate

in `

Rate in `

UnitItemS. No.

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.

Labour required for 1 sqm

Beldar for Ploughing, levelling etc. 1/8 @ 189.00 23.63 no

Beldar for transplantation of grass 1/8 @ 189.00 23.63 no

Cost of grass seeds 1.00 LS

Maintenance charges including watering 15.00 LS

63.25



63.25 14 8.86 %

72.11


1% + labour cess1.0% I.e = 7.06 % on 72.11 7.06 5.09 %

77.20

Say 77.00 Sqm

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




3.31 14.00 0.46 %

3.77


1% + labour cess1.0% I.e = 7.06 % on

3.77 7.06 0.27

4.04

Say 4.10 Sqm

(b) 10 cm to 13 cm depth




4.91 14.00 0.69 %

5.60


1% + labour cess1.0% I.e = 7.06 % on 5.60 7.06 0.40

6.00

Say 6.00 Sqm

(c) 15 cm to 18 cm depth




5.29 14 0.74 %

6.03


1% + labour cess1.0% I.e = 7.06 % on

6.03 7.06 0.43

6.46

Say 6.50 Sqm

31 Repairs of rain cuts, gullies etc. on bunds

embankments, canals and other petty works.

20.00%

extra on

basic rate

32 Watering of earth including cost of carriage

of water when source of water is

(a) up to 1 km

Water tanker 0.013 @ 175.00 2.28 no

Water man (Beldar) 0.02 @ 189.00 3.78 no

6.06

54


Basic rate

in `

Rate in `

UnitItemS. No.



6.06 14 0.85 %

6.90


1% + labour cess1.0% I.e = 7.06 % on 6.90 7.06 0.49

7.39

Say 7.40 Cum

(b) Beyond 1 Km but upto 5 Km extra per Km

Water tanker 0.015 @ 175.00 2.63 no

2.63



2.63 14 0.37 %

2.99


1% + labour cess1.0% I.e = 7.06 % on 7.06 2.99 0.21 %

3.20

Say 3.30 Cum

(d) Extra for every subsequent 1 Km or part

thereof when source is more than 5 Km

Water tanker 0.011 @ 175.00 1.93 no

1.93



1.93 14 0.27 %

2.19


1% + labour cess1.0% I.e = 7.06 % on

2.19 7.06 0.15 %

2.35

Say 2.40 Cum

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.

12.00 Cum

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,


(2) The rates given below are inclusive of

dewatering wherever required.

34 Supplying and laying sand in required

profile including all lead & lifts.

a Cost of material

1 Cum sand @ 740.00 740.00

b Labour Charges

1/2 Beldar @ 189.00 94.50





1% + labour cess1.0% I.e = 7.06 % on

107.73 7.61

106.79 748.55

Say 107.00 749.00 856.00 Cum

35 Supplying and laying aggregate in layers and

profile as specified including all leads &

lifts.

(a) Broken ballast 40 to 80 mm size

i Cost of material


55


Basic rate

in `

Rate in `

UnitItemS. No.

1 Cum aggregate @ R 536.00 536.00

ii Labour Charges

½ Beldar @ 189 94.50





1% + labour cess1.0% I.e = 7.06 % on 107.73 7.61

106.79 8.55

Total i+ii 106.79 544.55

Say 107.00 545.00 652.00 Cum

(b) Broken ballast 20 to 40 mm size

i Cost of material

1 Cum aggregate @ 680.00 680.00

ii Labour Charges


106.79 688.55

Say 107.00 689.00 796.00 Cum

(c) River gravel 40 to 80 mm size

i Cost of material


ii Labour Charges


106.79 542.55

Say 107.00 543.00 650.00 Cum

(d) River gravel 20 to 40 mm size

i Cost of material


ii Labour Charges


106.79 678.55

Say 107.00 679.00 786.00 Cum

(e) River gravel up to 20 mm size

i Cost of material


ii Labour Charges


106.79 743.55

Say 107.00 744.00 851.00 Cum

36 Dry boulder filling in required profile with

filling of voids etc. complete including all

lead & lifts, and well finished surface

i Cost of material

1 Cum Boulders @ 650.00 650.00

0.2 Cum Spalls @ 400.00 80.00

ii Labour Charges

1 Beldar @ 189 189.00


Sundries 1% of 189.00 1.89



1% + labour cess1.0% I.e = 7.06 % on

215.46 15.21

213.57 17.10

Total i+ii 213.57 747.10

Say 214.00 747.00 961.00 Cum

37 Supplying and laying quarry spalls properly

graded but not more than 10cm in size with

spreading in required profile including all

leads & lifts

i Cost of material

1 Cum Spalls @ 400.00 400.00

ii Labour Charges

1 Beldar @ 189 62.37





1% + labour cess1.0% I.e = 7.06 % on 71.10 5.02

70.48 5.64

56


Basic rate

in `

Rate in `

UnitItemS. No.

Total i+ii 70.48 405.64

Say 70.00 406.00 476.00 Cum

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)

i Cost of material


780.00 780.00

0.10 cum quarry spalls @ Rs. 400.00 40.00

0.00 820.00

ii Labour Charges


1.5 Beldar @ 189 283.50

483.50


Sundries 1% of 483.50 4.84



1% + labour cess1.0% I.e = 7.06 % on 551.19 38.91

546.36 43.75

Total i+ii 546.36 863.75

Say 546.00 864.00 1410.00 Cum


i Cost of material


750.00 750.00


0.00 790.00

ii Labour Charges


¾ Beldar @ 189 141.75

341.75


Sundries 1% of 341.75 3.42



1% + labour cess1.0% I.e = 7.06 % on 389.60 27.51

386.18 30.92

Total i+ii 386.18 820.92

Say 386.00 821.00 1207.00 Cum

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

i Cost of material


780.00 780.00


0.00 820.00

ii Labour Charges


1Beldar @ 189 189.00

389.00


Sundries 1% of 389.00 3.89



1% + labour cess1.0% I.e = 7.06 % on

443.46 31.31

439.57 35.20

Total i+ii 439.57 855.20

Say 440.00 855.00 1295.00 Cum

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)

i Cost of material

57


Basic rate

in `

Rate in `

UnitItemS. No.



0.00 710.00

ii Labour Charges


1Beldar @ 189 189.00

255.67


Sundries 1% of 255.67 2.56



1% + labour cess1.0% I.e = 7.06 % on 291.46 20.58

288.90 23.13

Total i+ii 288.90 733.13

Say 289.00 733.00 1022.00 Cum


i Cost of material



0.00 710.00

ii Labour Charges


1 1/5Beldar @ 189 226.80

293.47


Sundries 1% of 293.47 2.93



1% + labour cess1.0% I.e = 7.06 % on

334.55 23.62

331.62 26.55

Total i+ii 331.62 736.55

Say 332.00 737.00 1069.00 Cum

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)

i Cost of material

0.95 Cum of stones(boulders) @ 630.00 598.50

0.00 598.50

ii Labour Charges

0.4 Beldar @ 189 75.60

75.60





1% + labour cess1.0% I.e = 7.06 % on

86.18 6.08

85.43 6.84

Total i+ii 85.43 605.34

Say 85.00 605.00 690.00 Cum

(b) Deduct from item no 40 (a) if only laying is

to be done 630.00 Cum

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.250.00 100 m

as per item no. 10 c of part A of this chapter

PART – D : QUARRY RUBBISH / SPALL :-

58


Basic rate

in `

Rate in `

UnitItemS. No.

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.

Average out put per day (3000 sqm)

Hire charges of tractor 0.03 @ 515.00 13.73 /10 Sqm

Hire charges of karwah 0.027 @ 75.00 2.00 /10 Sqm

pol @3 lit/ hr 0.080 @ 57.63 4.61 /10 Sqm

mistry 0.003 @ 400.00 1.33 /10 Sqm

21.68 /10 Sqm

Labour Charges 0.020 @ 189.00 3.78 /10 Sqm



3.78 14 0.53 %

25.99


1% + labour cess1.0% I.e = 7.06 % on

25.99 7.06 1.83

27.82

Say 28.00 /10 Sqm

44 Spreading & consolidation / compaction of

quarry rubbish / spalls to required grade &

camber by plain roller including watering.

CHARGES FOR COMPACTION

Average out put of one roller for I km top

width 4.5 meter

Hire charges of Plain roller 0.002 @ 7120.00 15.82 /10 Sqm

pol @5 lit/ hr 0.002 @ 2305.20 5.12 /10 Sqm

water charges for compaction required 5.24 /10 Sqm

26.18 /10 Sqm

Labour Charges

7 Beldar for spreading 0.016 @ 189 2.94 no



2.94 14 0.41 %

3.35


1% + labour cess1.0% I.e = 7.06 % on

29.53 7.06 2.09

31.62

CHARGES FOR SPREADING 28.00

Say 60.00 /10 Sqm

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.

Survey work

survey work in semi hilly area 1 550.00 550 p sqm

constr of pucca bench mark 4 425.00 1700 no

distance stone 5 180.00 900 no

3150

Rehabilitation work

Jungle clearance = 1000*2.2 2200 #REF! #REF! p sqm

silt clearance =1000(0.5+1.0)*0.5*0.3 240 65.00 15600 p cum

Bank formation = 2*1000(0.3+0.5)*0.5*0.1 80 69.00 5520 p cum

contractor profit is already added #REF!

#REF!


59


Basic rate

in `

Rate in `

UnitItemS. No.

46 Construction of single nakka as per 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.

CC 1:3:6 2 1 0.35 0.1 0.07 CUM

2 0.5 0.35 0.1 0.035 CUM

0.105 CUM 3338.00 350.49

RR in foundation CM 1:6

2 1 0.35 0.4 0.28 CUM

2 0.5 0.35 0.4 0.14 CUM

0.42 CUM 2850.00 1197

Nakka be lining in CC 1;3;6, 75 MM thick

1 1 0.35 0.35 sqm

1 0.85 0.35 0.2975 sqm

0.6475 sqm 302.00 195.545

coping 2 1 0.35 0.7 sqm

2 0.5 0.35 0.35 sqm

1.05 sqm #REF! #REF!

plaster 2 1 0.4 0.8 sqm

2 0.85 0.4 0.68 sqm

1.48 sqm 196.00 290.08

S&F nakka gate 450

#REF!

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.

Rate of single nakka #REF!

Extra of nakka gate 450

#REF!

48 Construction of CD works as per 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.

Excavation 2 1.1 1.1 0.5 1.21

1 4.4 0.3 0.3 0.396

1.606 59.00 94.754

CC 1:3:6 2 1.1 1.1 0.1 0.242 3338.00 807.796

RR in foundation CM 1:6 8 0.85 0.35 0.9 2.142 2850.00 6104.7

coping 2 4 0.35 2.8 #REF! #REF!

plaster 2 4.4 0.4 3.52 196.00 689.92

P&L spun pipe 5 5 730 3650

#REF!

60

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 2550.00

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

construction materials.

Cum 2580.00

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


Cum 2349.00

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


Cum 2419.00

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

Cement and 6 sand)

Cum 2786.00



Cum 3112.00



Cum 3569.00



Cum 4363.00



Cum 5400.00

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

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.

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.

19

1

2

3

4


a

175.00 175.00

58.33

Say 58.00

1

a 3500.00 2333.45

b 58.00 18.27

c Labour

charges

0.656

Beldar @

189.00 123.984

d Other

charges

142.25 4.27

2333.45 23.33

142.25 14.23

2517.53 177.74

160.75 2534.52

Say 161.00 2535.00 2696.00 Cum

2 150.00 Cum NO NEED OF THIS ITEM

3

a) Cost of

materials

2696.00 1294.08

700.00 168.00

851.00 612.72

Total (a) 0 2074.8

b) 58.00 16.70

c) 189 236.25

252.95 2074.80

d) Other

charges

252.95 7.59

2074.80 20.75

252.95 25.30

2381.39 168.13

285.84 2263.67

Say 286.00 2264.00 2550.00 Cum

4

a)

2696.00 1294.08

851.00 808.45

b) 58.00 16.70

c) 189 236.25

252.95 2102.53

d) Other charges

Lime mortar 1 : 2 (1 Lime and 2

Cost of materials

0.48 slacked lime @

0.95 cum sand @

Water charges 288 lit.

Labour charges for


Labour charges for

T&P,Labour welfare

Sundries 1% of

Contractor's profit @

Income tax 2.06% +

Income tax 2.06% +

Labour charges for preparations

Lime, surkhi, sand mortar (1 : ½ :

0.48 cum slacked lime

0.24 cum surkhi

0.72 cum sand @

Considering 50%

Cost of material


T&P,Labour welfare

Sundries 1% of


Supply of water at site for

Considering :

Rate of water tanker with all laed

Cost of water per

Total per 1000 litres =

Slaking of lime including cost of


in `

Rate in ` Unit

GENERAL

CHAPTER VI

MORTAR

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

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

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

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

252.95 7.59

2102.53 21.03

252.95 25.30

2409.39 170.10

285.84 2293.66

Say 286.00 2294.00 2580.00 Cum

5

a)

2696.00 970.56

851.00 919.08

b) 58.00 16.70

c) 236.25

252.95 1889.64

d)

252.95 7.59

1889.64 18.90

252.95 25.30

2194.37 154.92

285.84 2063.46

Say 286.00 2063.00 2349.00 Cum

6

a)

280.00 1100.40

851.00 910.57

b) 58.00 7.31

c) 189 154.98

d) 45

162.29 2055.97

e)

162.29 4.87

2055.97 20.56

162.29 16.23

2259.92 159.55

183.39 2236.08

Say 183.00 2236.00 2419.00 Cum

7

a)

280.00 1436.40

851.00 910.57

b) 58.00 9.51

c) 154.98

d) 45.00

164.49 2391.97

e)

164.49 4.93

2391.97 23.92

164.49 16.45

2601.77 183.68

185.88 2599.57

Say 186.00 2600.00 2786.00 Cum

8

a)

280.00 1736.00

851.00 910.57

b) 58.00 11.48

c) 154.98

d) 45.00

166.46 2691.57

e)

166.46 4.99T&P,Labour welfare

6.20 bags cement @

1.07 cum sand @

Water charges 32 lit./

Labour charges ( task

Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of


Income tax 2.06% +

Cement mortar 1 : 5 (1 Cement

Cost of materials

5.13 bags cement @

1.07 cum sand @



Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of


Income tax 2.06% +

Cement mortar 1 : 6 including all

Cost of materials

3.93 bags cement @

1.07 cum sand @


Labour charges 0.82

Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of


Income tax 2.06% +


Cost of materials

Cost of materials

0.36 cum slacked lime

1.08 cum sand @


Labour charges as per

Other charges

T&P,Labour welfare

Sundries 1% of


Income tax 2.06% +

Lime mortar 1 : 3 (1 Lime and 3

2691.57 26.92

166.46 16.65

2906.59 205.21

188.10 2923.69

Say Rs. 188.00 2924.00 3112.00 Cum

9

a) Cost of

materials

280.00 2156.00

851.00 910.57

b) 58.00 14.27

c) 154.98

d) 45.00

169.25 3111.57

d)

169.25 5.08

3111.57 31.12

169.25 16.92

3333.94 235.38

191.25 3378.06

Say Rs. 191.00 3378.00 3569.00 Cum

10

a) Cost of

materials

280.00 2884.00

851.00 910.57

b) 58.00 19.14

c) 154.98

d) 45.00

174.12 3839.57

d)

174.12 5.22

3839.57 38.40

174.12 17.41

4074.72 287.68

196.76 4165.64

Say Rs. 197.00 4166.00 4363.00 Cum

11

a) Cost of

materials

280.00 3836.00

851.00 910.57

b) 58.00 25.40

c) 154.98

d) 45.00

180.38 4791.57

d)

180.38 5.41

4791.57 47.92

180.38 18.04

5043.32 356.06

203.83 5195.54

Say Rs. 204.00 5196.00 5400.00 Cum

12 50.00 Cum

13

a) Cost of

materials

47.00 56.40

b) 58.00 34.80

c)

Income tax 2.06% +

Add extra over item No. 2 to 11

Mud mortar including all leads of

1.20 cum mud dry @

Water charges 600

Labour charges


Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of



Income tax 2.06% +


13.70 bags cement @

0.95 cum sand @




Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of

Sundries 1% of


Income tax 2.06% +


10.30 bags cement @

1.07 cum sand @

1.07 cum sand @



Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of


Income tax 2.06% +


7.7 bags cement @

189.00 126.00

d) 45.00

160.80 101.40

d)

160.80 4.82

101.40 1.01

160.80 16.08

i 53.00 63.60 Cum

347.72 24.55

181.70 190.56

Say 182.00 191.00 373.00 Cum

With initial lead of 250 m

b. With lead beyond 250 m and up to 750 m (½ Km) 57 Cum

3.8

19 Deduct in item no 18 (a) & (b) above if Standard Proctor's density to be achived is at least 95%2 Cum

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


Average lead for

Mud from 2 km for

Income tax 2.06% +

2/3 Beldar @

Higher and running

Other charges

T&P,Labour welfare

Sundries 1% of


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 710.00

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 5430.00

(b) 20 mm Cum 5457.00

Rate in Rs.Unit

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.

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. Item

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.

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.

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.

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)

20

Rate

Rate in Rs.UnitS. No. Item

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



upto

(a) 150 mm Cum 4443.00

(b) 80 mm Cum 4490.00

(c) 40 mm Cum 4653.00

(d) 20 mm Cum 4681.00

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 4231.00

(b) 80 mm Cum 4276.00

(c) 40 mm Cum 4431.00

(d) 20 mm Cum 4458.00

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



upto

(a) 150 mm Cum 3616.00

(b) 80 mm Cum 3664.00

(c) 40 mm Cum 3828.00

(d) 20 mm Cum 3857.00

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



upto

(a) 150 mm Cum 3086.00

(b) 80 mm Cum 3136.00

(c) 40 mm Cum 3307.00

(d) 20 mm Cum 3338.00

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



upto

(a) 150 mm Cum 2754.00

(b) 80 mm Cum 2804.00

(c) 40 mm Cum 2975.00

(d) 20 mm Cum 3006.00

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



upto

(a) 150 mm Cum 2573.00

(b) 80 mm Cum 2623.00

(c) 40 mm Cum 2794.00

21

Rate


(d) 20 mm Cum 2825.00

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 3377.00

(b) Plum concrete (1:3:6) Cum 2918.00

(c) Plum concrete (1:4:8) Cum 2627.00

(d) Plum concrete (1:5:10) Cum 2468.00

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 480

(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 86.00

(b) 80 mm. Cum 96.00

(c) 40mm. Cum 130.00

(d) 20mm Cum 95.00

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 395.00

(b) 7.5 cm Sqm 302.00

16 Add extra over labour rates for Item No.15 & 23 for lining of canal sides Sqm48

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

complete

Sqm 20%

PART B : CANAL LINING

22

Rate


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 487.00

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 424.00

(b) in side slope for 10 cm thick Sqm #REF!(b) In bed for 7.5 cm Sqm 328.00

(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 70.00

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 80.00

23

Rate


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


(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


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

6

7

8

9

10

11


PART A : CONCRETE

1

a) Labour charges

Mason 0.1 p cum 500.00 50

Labour 1.63 Beldar 189.00 308.07

Bhisti 0.7 p cum 189.00 132.3

Beldar for curing 0.01 p cum for 21 days 189.00 39.69

Hire charges of mechanical mixer assuming

20 cum of concreting per 8 hr. of working @

400.00 20.00

Add extra with permission of Superintending Engineer, ` 72.00 per cum of concrete if composite weigh-

batching and mixing plant is used and also ` 72.00 per cum of concrete if mobile transit mixer is used.

S. No. Item Basic rate in `Unit

Rate in `

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

The labour rates are inclusive of laying and mixing, all T&P, scafolding, curing and water charges etc.

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

(Canal Lining)

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.

Where water is scare and chemical compound is asked to be used against curing, additional charges of ` 16.00

Per Sqm shall be admissible with permission of Superintending Engineer, and ` 6.30 Per sqm shall be

deducted on account of water curing charges already include in the rates.

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.

If admixer is asked to be used then extra charges of ` 42.00 Per cum of concrete shall be payable inclusive cost

of addmixure.

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

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

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

cement per cum of concrete.

CHAPTER VII

CONCRETE & CANAL LININGNOTES

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

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


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

of these charges.

79



Rate in `

Charges for Disel @ 1.20 lit per hr i.e. 8.4 lit

for 20 cum of mixing @

59.00 24.78

Hire charges of Vibrator assuming 20 cum of

concreting per 8 hr. of working @

170.00 8.50

Charges for Disel @ 0.80 lit per hr i.e. 7 x

0.80x0.6 i.e. = 3.36 lit for 20 cum of

compaction @

59.00 9.91

530.06 63.19

b) Other charges


T&P and Labour welfare @ 3% on 530.06 15.90

Sundaries @1% on 63.19 0.63


1% +Labour Cess1% I.e = 7.06 % on

662.79 46.79

68.91 47.43

Total a+b 598.97 110.62

Say

Rs.

599.00 111.00 710.00 Cum

2

a 40 mm

i Cost of materials

11.20 bags of cement @ 280.00 3136.00

0.40 cum of sand @ 851.00 340.40

0.80 cum graded aggregate @ 830.00 664.00

ii Water charges 32 lit./ bag of cement i.e. 358

lit 100 lit for washing and wetting i.e. 458 lit

@ per 1000 lit.

58.00 26.56

iii Mixing and placing charges

As per No. item No. 1 & 2 599.00 111.00


1% + Labour cess 1.0% I.e = 7.06 % on cost

of cement + Cost of aggregate + Curing

charges i.e. on

4166.96 294.19

599.00 4572.15

Say

Rs.

599.00 4572.00 5171.00 Cum

(b) 20 mm

As per item No. (a) above 599.00 4572.15

Add difference in cost of graded aggregate of

40 mm and 20 mm for 0.80 cum

@ 30.00 24.00


1% + Labour cess 1.0% I.e = 7.06 % on

Diff. Cost of aggregate i.e. on

24.00 1.69

599.00 4597.85

Say

Rs.

599.00 4598.00 5197.00 Cum

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

80



Rate in `

3 Cement concrete Design mix 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

i) Cost of materials

8.6 bags of cement @ 280.00 2408.00

0.43 cum of sand @ 851.00 365.93



lit + 100 lit for washing and wetting i.e. 375

lit @ per 1000 lit.

58.00 21.75

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

3288.68 232.18

599.00 3631.86

Say

Rs.

599.00 3632.00 4231.00 Cum

(b) 80 mm



150 mm and 80 mm for 0.85 cum @

50.00 42.5


1% + Labour cess 1.0% I.e = 7.06 % on


42.50 3.00

599.00 3677.36

Say

Rs.

599.00 3677.00 4276.00 Cum

(c) 40 mm




220.00 187


1% + Labour cess 1.0% I.e = 7.06 % on


187.00 13.20

599.00 3832.06

Say

Rs.

599.00 3832.00 4431.00 Cum

(d) 20 mm




250.00 212.50

81



Rate in `


1% + Labour cess 1.0% I.e = 7.06 % on


212.50 15.00

599.00 3859.36

Say

Rs.

599.00 3859.00 4458.00 Cum

5 Cement concrete (1:2:4) M-15 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


6.40 bags of cement @ 280.00 1792.00

0.45 cum of sand @ 851.00 382.95




@ per 1000 lit.

58.00 17.69

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

2714.64 191.65

599.00 3017.29

Say

Rs.

599.00 3017.00 3616.00 Cum

(b) 80 mm




50 45


1% + Labour cess 1.0% I.e = 7.06 % on


45.00 3.18

599.00 3065.47

Say

Rs.

599.00 3065.00 3664.00 Cum

(c) 40 mm




220.00 198


1% + Labour cess 1.0% I.e = 7.06 % on


198.00 13.98

599.00 3229.27

Say

Rs.

599.00 3229.00 3828.00 Cum

(d) 20 mm


82



Rate in `



250.00 225.00


1% + Labour cess 1.0% I.e = 7.06 % on


225.00 15.89

599.00 3258.18

Say

Rs.

599.00 3258.00 3857.00 Cum

6 Cement concrete mix (1:3:6) M-10 well






(a) 150 mm


4.50 bags of cement @ 280.00 1260.00

0.47 cum of sand @ 851.00 399.97




@ per 1000 lit.

58.00 14.15

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

2219.32 156.68

599.00 2487.01

Say Rs. 599.00 2487.00 3086.00 Cum

(b) 80 mm




50 47


1% + Labour cess 1.0% I.e = 7.06 % on


47.00 3.32

599.00 2537.32

Say 599.00 2537.00 3136.00 Cum

(c) 40 mm




220.00 206.8


1% + Labour cess 1.0% I.e = 7.06 % on


206.80 14.60

599.00 2708.41

Say 599.00 2708.00 3307.00 Cum

(d) 20 mm

83



Rate in `



150 mm and 20 mmfor 0.94 cum @

250.00 235.00


1% + Labour cess 1.0% I.e = 7.06 % on


235.00 16.59

599.00 2738.60

Say 599.00 2739.00 3338.00 Cum

7 Cement concrete mix (1:4:8) M-7.50 well






(a) 150 mm


3.40 bags of cement @ 280.00 952.00

0.47 cum of sand @ 851.00 399.97




@ per 1000 lit.

58.00 12.12

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

1909.29 134.80

599.00 2155.09

Say 599.00 2155.00 2754.00 Cum

(b) 80 mm




50.00 47


1% + Labour cess 1.0% I.e = 7.06 % on


47.00 3.32

599.00 2205.41

Say 599.00 2205.00 2804.00 Cum

(c) 40 mm




220.00 206.8


1% + Labour cess 1.0% I.e = 7.06 % on


206.80 14.60

599.00 2376.49

84



Rate in `

Say 599.00 2376.00 2975.00 Cum

(d) 20 mm




250.00 235.00


1% + Labour cess 1.0% I.e = 7.06 % on


235.00 16.59

599.00 2406.68

Say 599.00 2407.00 3006.00 Cum

8 Cement concrete mix (1:5:10) M-5 well






(a) 150 mm


2.80 bags of cement @ 280.00 784.00

0.47 cum of sand @ 851.00 399.97




@ per 1000 lit.

58.00 11.02

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

1740.19 122.86

599.00 1974.05

Say 599.00 1974.00 2573.00 Cum

(b) 80 mm




50 47


1% + Labour cess 1.0% I.e = 7.06 % on


47.00 3.32

599.00 2024.37

Say 599.00 2024.00 2623.00 Cum

(c) 40 mm




220.00 206.8

85



Rate in `


1% + Labour cess 1.0% I.e = 7.06 % on


206.80 14.60

599.00 2195.45

Say 599.00 2195.00 2794.00 Cum

(d) 20 mm




250.00 235.00


1% + Labour cess 1.0% I.e = 7.06 % on


235.00 16.59

599.00 2225.64

Say 599.00 2226.00 2825.00 Cum

9 Plum concrete well mixed and laid in

position including curing and finishing etc


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 mix M15

(a) 80 mm


6.40 *0.875 bags of cement @ 280.00 1568.00

0.45*0.875 cum of sand @ 851.00 335.08

0.90 cum graded aggregate 83% @ 630.00 470.61

0.90 cum Plum 17% @ 650.00 99.45



@ per 1000 lit.

58.00 17.69

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

2490.83 175.85

599.00 2777.68

Say 599.00 2778.00 3377.00 Cum

(b) Plum concrete mix M10

(a) 80 mm


4.50 *0.875 bags of cement @ 280.00 1102.50

0.47 *0.875 cum of sand @ Rs. 851.00 349.97

0.94 cum graded aggregate 83%@ 630.00 491.53

86



Rate in `

0.94 cum plum 17%@ 650.00 103.87

ii Water charges 32 lit./ bag of cement i.e.144


@ per 1000 lit.

58.00 14.15

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

2062.02 145.58

599.00 2318.60

Say 599.00 2319.00 2918.00 Cum

(c) Plum concrete mix M7.5

(a) 80 mm


3.40 *0.875 bags of cement @ 280.00 833.00

0.47 *0.875 cum of sand @ 851.00 349.97


0.94 cum plum 17%@ 650.00 103.87



@ per 1000 lit.

58.00 12.12

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

1790.49 126.41

599.00 2027.90

Say Rs. 599.00 2028.00 2627.00 Cum

(d) Plum concrete mix M 5

(a) 80 mm


2.80 *0.875 bags of cement @ 280.00 686.00

0.47 *0.875 cum of sand @ 851.00 349.97


0.94 cum plum 17% @ 650.00 103.87



@ per 1000 lit.

58.00 11.02

iii Labour charges

As per No. item No. 1 & 2 599.00 111.00




charges i.e. on

1642.39 115.95

599.00 1869.34

Say 599.00 1869.00 2468.00 Cum

87



Rate in `

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 80% Cum

(b) In horizontal block-outs 50% Cum

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. 86.00 86.00 Cum

(b) 80 mm. 96.00 96.00 Cum

(c) 40mm. 130.00 130.00 Cum

(d) 20mm 95.00 95.00 Cum

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 100.00 Cum

(ii) For works other than Major and medium

dams

75.00 Cum

(b) If batching of ingredients is done by

weighing method

50.00 Cum

(c) Extra labour charges if concreting is done on

major /medium dams

166.00 Cum

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 7.00 0.00 7.00 Sqm

(b) Side slopes 9.00 0.00 9.00 Sqm

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 9.00 0.00 9.00 Sqm

(b) Side slopes 11.00 0.00 11.00 Sqm

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

Concrete required per sqm = 0.10 cum

i) Cost of 0.10 cum concrete @ 3504.90 62.90 287.60 350.49

PART B : CANAL LINING

88



Rate in `

Labour charges

Mason 0.03 16.67 16.67

Labour charges 0.0667 12.60 8.00 20.60

92.16 295.60 387.76

sundries 3% 92.1617 2.76


1% +Labour cess 1% I.e = 7.06 % on extra

charges i.e. on

94.93 6.70 6.70

92.16 302.30 397.22 Sqm

Say 93.00 302.00 395.00 Sqm

(b) 7.5 cm

Concrete required per sqm= 0.075 cum

i)Cost of 0.075 cum concrete @ 3504.90 47.17 215.70 262.87

ii)Extra charges for doing lining in canal bed 26.34 7.20 33.54

73.51 222.90 296.41

sundries 3% 73.51 2.21



charges i.e. on

75.72 5.35 5.35

73.51 228.24 303.96 Sqm

Say 74.00 228.00 302.00 Sqm

16 Add extra over labour rates for Item No.15 &

23 for lining of canal sides 48Sqm

17 Extra charges over item no 15 & 16 for

lining by paver as per specifications

complete

20% Sqm

18 Extra charges over item no 15 for placement

of cement concrete lining with acrow type (or

equivalent) steel slip from gentry.

10% Sqm

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

a Cost of Hydraulic Compressed cement

concrete tiles of size 300 mm x 300 mm and

40 mm thick i.e. 0.09 sqm area

Cost of 1 sqm tile @ Per tile including

wastage etc.

18.00 200.00 200.00

b Providing and laying of mortar and fixing of

tiles.

quantity of mortar required for one sqm =

0.023 cum cement mortar 1:5 @

3112.00 4.32 67.25 71.58

Labour for fixing of 130 slabs per day

89



Rate in `

1 Mason Grade I @ 500.00 500.00

4 beldar @ 189.00 756.00

1256.00

Area of 130 slabs 0.3 x 0.3 x 130 = 11.70

sqm

1256.00 / 11.70 107.35 107.35

T&P,Labour welfare @ 3% on 107.35 3.22 3.22

Sundries 1% on 107.35 1.07 1.07

Contractor's profit @ 10% on 107.35 10.74 10.74



charges i.e. on

393.96 27.81 27.81

c Filling of joints of slabs with cement mortar

(1:3) for 0.09 sqm of slabs length of joints

will be 0.60 m

Hence for 1 sqm, length of joints will be

0.60/ 0.09=6.66 m Quantity of mortar

required 6.66 x 0.0002=0.001332 cum.

Cost of 0.001332 cum of cement mortar 1:3

@

4363.00 0.26 5.55 5.81 Cum

Labour charges for filling of joints with

mortar 1:3 @ per RM for 6.66 m

9.00 59.94 59.94

Total 175.10 312.42 487.52

Say 175.00 312.00 488.00 Sqm

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

Quantity for 10 m long sleepr

10x0.15x0.075=0.1125 cum

i cost of 0.1125 cum concrete @ p cum 3338.00 67.39 308.14 375.53

ii Charges for finishing for 1.5 sqm @ per 10

sqm

100.00 15.00 15.00



charges i.e. on

15.00 1.06 1.06

82.39 309.20 391.58

Say 82.00 309.00 392.00 10 RM

or 8.00 31.00 39.00 RM

(b) In sides

Quantity for 10 m long sleepr

10x0.15x0.075=0.1125 cum

i cost of 0.1125 cum concrete@ per cum 3338.00 67.39 308.14 375.53

ii Charges for finishing for 1.5 sqm @ per 10

sqm

100.00 15.00 15.00

iii Charges for shuttering L.S. 3.00 9.00 12.00

iv Charges for placing L.S. 33.00 33.00



charges i.e. on

33.00 2.33 2.33

118.39 319.47 437.85

90



Rate in `

Say 118.00 319.00 438.00 10 RM

or 12.00 32.00 44.00 RM

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.

Material required for 10 m length of

construction joints.

a on sleeper top for 1.5 sqm @ 0.75 lit. / sqm 1.125 lit

b On edge of lining for 1 sqm @ 0.25 lit/sqm 0.25 lit

c Filling of joints

10*(0.014+0.011)*0.033

. 2

= 0.004125 cum i.e 4.125 lit

5.500 lit

Weight of material 5.50 lit @ 1040 kg /c.c. 5.72 kg

Wastage L.S. 0.28 kg

6.00 kg

Cost of selling compound 6 kg @ 190.00 1140.00

Add for labour charges for filling

construction joints by bituman and other

sealling compound L.S.

90.00



charges i.e. on

1230.00 86.84

90.00 1226.84

Say 90.00 1227.00 1317.00 10 RM

or 9.00 123.00 132.00 RM

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.

1.50 Sqm

91



Rate in `

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

Concrete required per sqm = 0.10 cum

i) Cost of 0.10 cum concrete @ 3478.00 62.90 287.60 350.49

ii) Extra cost of cement for M13.5 1.20 280.00 33.60 33.60

iii) Extra charges for doing lining in canal

bed

29.27 8.00 37.27



charges i.e. on

37.27 1.51 1.51

92.16 330.71 422.87 Sqm

Say 93.00 331.00 424.00 Sqm

(b) In bed for 7.5 cm

Concrete required per sqm= 0.075 cum

i)Cost of 0.075 cum concrete @ 3478.00 47.17 215.70 262.87

ii)Extra cost of cement 1.20 280.00 25.20 25.20

ii)Extra charges for doing lining in canal bed 29.27 8.00 37.27



charges i.e. on

37.27 2.63 2.63

76.44 251.53 327.97 Sqm

Say 76.00 252.00 328.00 Sqm

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

75.00 Each

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.

70 Sqm

92



Rate in `

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. 80 Sqm

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%

423 Cum

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

375.00 Sqm

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. 443.00 Sqm

(b) In sides 456.00 Sqm

93



Rate in `

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.

24.00 Sqm

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 557.00 Sqm

b. upto 60 mm thick 672.00 Sqm

c. upto 80 mm thick 820.00 Sqm

32 Labour charges for sandwich plaster of

required specification & cement mortar for

sub grade excluding cost of material &

mortar mixing

(a) In bed 143.00 10 sqm

(b) In sides 178.00 10 sqm

33 Labour charges for tile masonry in single

layer in required specifications excluding

cost of construction material & mortar

mixing.

(a) In bed 217.00 10 Sqm

(b) In sides 271.00 10 Sqm

34 Water arrangements including pumping

charges if required

100.00 10 Sqm

36 Labour charges for single tile lining complete

as per specification excluding cost of

construction material, water & curing

charges.

a In Bed 479.00 10 Sqm

b In sides 622.00 10 Sqm

35 Labour charges for double tile lining

complete as per specification excluding cost

of construction material, water & curing

charges.

a In Bed 658.00 10 Sqm


94



Rate in `

36 Labour charges for Brick masonry lining

complete as per specifications excluding cost

of construction material, water & curing

charges

(a) In bed 696.00 10 Sqm


37 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 3049.00 10 Sqm


38 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 4711.00 10 Sqm


39 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 3313.00 10 Sqm


95



Rate in `

40 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 2987.00 10 Sqm


41 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 4768.00 10 Sqm


96

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 861.00

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 3482.00

(b) In cement sand mortar 1:4 Cum 3164.00

(c) In cement sand mortar 1:5 Cum 2981.00

(d) In cement sand mortar 1:6 Cum 2850.00

(e) In cement sand mortar 1:8 Cum 2704.00

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 947.00

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 2946.00

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 1466.00

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 4461.00

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

leads of all construction materials.

Cum 1513.00

8 Dry stone masonry including all leads of all


Cum 1095.00

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

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



charges.

Cum 881.00

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 1563.00

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 152.00

(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 2810.00

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 671.00

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 161.00

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 433.00

(b) In cement sand mortar 1:4 Sqm 418.00

21 Add extra for superstructure brick masonry on item

no 16 & 17

Cum 152.00

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 348.00

(b) Over Item No. 19 Sqm 36.00

(c) Over Item No. 20 Sqm 24.00

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 232.00

(b) Over Item No. 19 Sqm 24.00

(c) Over Item No. 20 Sqm 16.00

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

5

i

ii

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

6

7

Labour Material Rate

1

a Labour Charges with curing

2/3 mason Gr.I @ 500.00 333.33

1-1/3 Woman cooli @ 189 252.00

2/3 Beldar @ 189 126.00

711.33 0.00

b other charges



Income tax 2.06% + Sale tax 3 % + Royalti

1 %+Labour cess 1% I.e = 7.06 % i.e. on

803.81 56.75

803.81 56.75 860.56

Say 804.00 57.00 861.00 Cum

2

(a) In cement sand mortar 1:3

i Cost of material

1.10 cum stone @ 710.00 781.00

0.40 cum mortar @ 4363.00 78.80 1666.40

78.80 2447.40

ii water Charges (excluding mortar ) for

washing and wetting etc.

18.90 1.74

iii Labour charges as per item 1 above 804.00 57.00

iv curing charges complete 1/3 Beldar 63.00 4.35

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 :

CHAPTER VIII

MASONRYNOTES

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.

Rate in `S. No. Item

PART A : RANDOM RUBBLE, COURSED /

KHARANJA STONE MASONRY :

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

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



charges.

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


Canal :- The masonry executed above designed bed level.

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

Unit

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

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.

Basic rate

in `

102


Rate in `S. No. ItemUnit

Basic rate

in `



87.99 6.21

964.70 2516.70 3481.40

Say 965.00 2517.00 3482.00 Cum

(b) In cement sand mortar 1:4

i Cost of material

1.10 cum stone @ 710.00 781.00

0.40 cum mortar @ 3569.00 76.40 1351.20

76.40 2132.20



18.90 1.74


iv curing charges complete 1/3 Beldar @ 63.00 4.35



Water charges+curing charges i.e. on

87.99 6.21

962.30 2201.50 3163.80

Say 962.00 2202.00 3164.00 Cum

(c) In cement sand mortar 1:5

i Cost of material

1.10 cum stone @ 710.00 781.00

0.40 cum mortar @ 3112.00 75.20 1169.60

75.20 1950.60



18.90 1.74






87.99 6.21

961.10 2019.90 2981.00

Say 961.00 2020.00 2981.00 Cum

(d) In cement sand mortar 1:6

i Cost of material

1.10 cum stone @ 710.00 781.00

0.40 cum mortar @ 2786.00 74.40 1040.00

74.40 1821.00



18.90 1.74






87.99 6.21

960.30 1890.30 2850.60

Say 960.00 1890.00 2850.00 Cum

(e) In cement sand mortar 1:8

i Cost of material

1.10 cum stone @ 710.00 781.00

0.40 cum mortar @ 2419.00 73.20 894.40

73.20 1675.40

103



Basic rate

in `



18.90 1.74






87.99 6.21

959.10 1744.70 2703.80

Say 959.00 1745.00 2704.00 Cum

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 construction

material, mortar mixing & curing charges.

884.00 63.00 947.00 Cum

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


materials including curing etc. complete in

1: 6 Cement Mortar

1056.00 1890.00 2946.00 Cum

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.

a Labour Charges

1-2/3 mason Gr.I @ 500.00 833.33

2 Beldar/ cooli @ 189 378.00

1211.33 0.00

b other charges






1368.81 96.64

1368.81 96.64 1465.44

Say 1369.00 97.00 1466.00 Cum

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.


i Cost of material

0.96 cum coursed rubble stone @ 1678.00 1610.88

0.24 cum stone headers @ 1845.00 442.80

0.35 cum mortar @ 4363.00 68.95 1458.10

104



Basic rate

in `

68.95 3511.78



18.90 1.74






87.99 6.21

1519.85 3621.08 5140.93

Say 1520.00 3621.00 5141.00 Cum


i Cost of material



0.35 cum mortar @ 3569.00 66.85 1182.30

66.85 3235.98



18.90 1.74






87.99 6.21

1517.75 3345.28 4863.03

Say 1518.00 3345.00 4863.00 Cum


i Cost of material



0.35 cum mortar @ 3112.00 65.80 1023.40

65.80 3077.08



18.90 1.74






87.99 6.21

1516.70 3186.38 4703.08

Say 1517.00 3186.00 4703.00 Cum

(f) In cement sand mortar 1:6

i Cost of material



0.35 cum mortar @ 2786.00 65.10 910.00

65.10 2963.68



18.90 1.74



105



Basic rate

in `




87.99 6.21

1516.00 3072.98 4588.98

Say 1516.00 3073.00 4589.00 Cum

(g) In cement sand mortar 1:8

i Cost of material



0.35 cum mortar @ 2419.00 64.05 782.60

64.05 2836.28



18.90 1.74






87.99 6.21

1514.95 2945.58 4460.53

Say 1515.00 2946.00 4461.00 Cum

7 R. R. stone masonry in mud mortar


materials.

i Cost of material

1.0 cum stone @ 710.00 710.00

0.40 cum mud mortar @ 373.00 72.80 76.40

72.80 786.40

ii water Charges (excluding mortar ) ½ of item

no 2 a ii

18.00 4.35

iii Labour charges

2/3 mason Gr.II @ 400.00 266.67

1-1/3 Woman cooli @ 189.00 252.00

iv other charges






610.83 43.12

679.23 833.92 1513.15

Say 679.00 834.00 1513.00 Cum

8 Dry stone masonry including all leads of all


i Cost of material

1.10 cum stone @ 710.00 781.00

0.00 781.00

iii Labour charges

1/3 mason Gr.II @ 400.00 133.33

2/3 Beldar/ cooli @ 189.00 126.00

iv other charges



106



Basic rate

in `



293.05 20.69

293.05 801.69 1094.74

Say 293.00 802.00 1095.00 Cum

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 construction


a Labour Charges

1/6 mason Gr.I @ 500.00 83.33

1/6 mason Gr.II @ 400.00 66.67

2/3 chawallia @ 300.00 200.00

2 Beldar @ 189 378.00

728.00 0.00

b other charges





822.64 58.08

822.64 58.08 880.72

Say 823.00 58.00 881.00 Cum

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

construction materials including curing etc.

complete.


i Cost of material

1.10 cum stone @ 780.00 858.00

0.40 cum mortar @ 4363.00 78.80 1666.40

78.80 2524.40



18.90 1.74


iv curing charges complete 1/3 Beldar @ 189 63.00 4.35




87.99 6.21

983.70 2594.70 3578.40

Say 984.00 2595.00 3579.00 Cum


i Cost of material

1.10 cum stone @ 780.00 858.00

0.40 cum mortar @ 3569.00 76.40 1351.20

76.40 2209.20



18.90 1.74



107



Basic rate

in `




87.99 6.21

981.30 2279.50 3260.80

Say 981.00 2280.00 3261.00 Cum


i Cost of material

1.10 cum stone @ 780.00 858.00

0.40 cum mortar @ 3112.00 75.20 1169.60

75.20 2027.60



18.90 1.74





87.99 6.21

980.10 2097.90 3078.00

Say 980.00 2098.00 3078.00 Cum


i Cost of material

1.10 cum stone @ 780.00 858.00

0.40 cum mortar @ 2786.00 74.40 1040.00

74.40 1898.00



18.90 1.74






87.99 6.21

979.30 1968.30 2947.60

Say 979.00 1968.00 2947.00 Cum

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.

a Labour Charges

1-1/3 mason Gr.I @ 500.00 666.67

2/3 chawallia @ 300.00 200.00

2¼ Beldar/ cooli @ 189 425.25

1291.92 0.00

b other charges





1459.87 103.07

1459.87 103.07 1562.93

Say 1460.00 103.00 1563.00 Cum

108



Basic rate

in `

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)


materials including curing etc. complete.


i Cost of material

1.20 cum stone for face work @ 1762.00 1938.20

0.35 cum mortar @ 4363.00 68.95 1458.10

68.95 3396.30



18.90 1.74






87.99 6.21

973.85 3466.60 4440.45

Say 974.00 3467.00 4441.00 Cum


i Cost of material


0.35 cum mortar @ 3569.00 66.85 1182.30

66.85 3120.50



18.90 1.74






87.99 6.21

971.75 3190.80 4162.55

Say 972.00 3191.00 4163.00 Cum


i Cost of material


0.35 cum mortar @ 3112.00 65.80 1023.40

65.80 2961.60



18.90 1.74






87.99 6.21

970.70 3031.90 4002.60

109



Basic rate

in `

Say 971.00 3032.00 4003.00 Cum

13 Add extra over item no. 1 to 12 for

(a) Masonry work in superstructure for Dam

and other works.

1/7 Mason Gr I @ 500.00 71.43

1/7 woman cooli @ 189 27.00

98.43 0.00

Provision for scafolding and job facilities 9.84 19.69

other charges



Sundaries @1% on 19.69 0.196857

Income tax 2.06% + Sale tax 3% + Royalti 1

%+Labour cess 1% I.e = 7.06 % i.e. on 142.23 10.04

122.35 29.92 152.27

Say 122.00 30.00 152.00 Cum

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

(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.

220.00 Cum

(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.

160.00 Cum

14 Labour charges for coursed stone Arch

masonry in cement / lime mortar ( in any

proportion ) excluding cost of construction


i For dressing

2-2/3 Stone dressor @ 400.00 1066.667

ii For placing and laying

1 mason Gr.I @ 500.00 500.00

4 Beldar @ 189.00 756.00

2322.67 0.00

other charges



Income tax 2.06% + Sale tax 3% + Royalti 1

%+Labour cess 1% I.e = 7.06 % i.e. on

2624.61 185.30

2624.61 185.30 2809.91

Say 2625.00 185.00 2810.00 Cum

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.


i Cost of material

1.33 cum stone @ 1845.00 2453.85

0.37 cum mortar @ 4363.00 72.89 1541.42

72.89 3995.27

PART B : ARCH MASONARY:

110



Basic rate

in `



18.90 1.74


iv curing charges complete 1/3 Beldar @ 189.00 63.00 4.35




87.99 6.21

2779.79 4186.36 6966.15

Say 2780.00 4186.00 6966.00 Cum


i Cost of material

1.33 cum stone @ 1845.00 2453.85

0.37 cum mortar @ 3569.00 70.67 1249.86

70.67 3703.71



18.90 1.74






87.99 6.21

2777.57 3894.80 6672.37

Say 2778.00 3895.00 6673.00 Cum


i Cost of material

1.33 cum stone @ 1845.00 2453.85

0.37 cum mortar @ 3112.00 69.56 1081.88

69.56 3535.73



18.90 1.74






87.99 6.21

2776.46 3726.82 6503.28

Say 2776.00 3727.00 6503.00 Cum


i Cost of material

1.33 cum stone @ 1845.00 2453.85

0.37 cum mortar @ 2786.00 68.82 962.00

68.82 3415.85



18.90 1.74






87.99 6.21

2775.72 3606.94 6382.66

Say 2776.00 3607.00 6383.00 Cum

PART C : BRICK MASONRY:

111



Basic rate

in `

16 Labour charges for Brick masonry in

cement / lime mortar ( in any proportion) up

to plinth excluding cost of construction


2/3 mason Gr.I @ 500.00 333.33

6/5 Beldar @ 189 226.80

560.13 0.00

other charges





627.35 44.29

627.35 44.29 671.64

Say 627.00 44.00 671.00 Cum

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 construction

materials including curing etc. complete.


i Cost of material

580 bricks{ 21*9.5*6.5 cm} @ Per 1000

no

4200.00 2436.00

0.25 cum mortar @ 4363.00 49.25 1041.50

49.25 3477.50



18.90 1.74





2523.99 178.19

758.15 3705.78 4463.93

Say 758.00 3706.00 4464.00 Cum


i Cost of material

580 bricks{ 21*9.5*6.5 cm} @ Per 1000

no

4200.00 2436.00

0.25 cum mortar @ 3569.00 47.75 844.50

47.75 3280.50



18.90 1.74





2523.99 178.19

756.65 3508.78 4265.43

Say 757.00 3509.00 4266.00 Cum


i Cost of material

112



Basic rate

in `

580 bricks{ 21*9.5*6.5 cm} @ Per 1000

no

4200.00 2436.00

0.25 cum mortar @ 3112.00 47.00 731.00

47.00 3167.00



18.90 1.74





2523.99 178.19

755.90 3395.28 4151.18

Say 756.00 3395.00 4151.00 Cum


i Cost of material

580 bricks{ 21*9.5*6.5 cm} @ Per 1000

no

4200.00 2436.00

0.25 cum mortar @ 2786.00 46.50 650.00

46.50 3086.00



18.90 1.74





2523.99 178.19

755.40 3314.28 4069.68

Say 755.00 3314.00 4069.00 Cum

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.

For 10 Sqm

3/4 mason Gr.I @ 500.00 375.00

½ mason Gr.II @ 400.00 200.00

4 Beldar @ 189 756.00

1331.00 0.00

other charges





1504.03 106.18

1504.03 106.18 1610.21

Say 1504.00 106.00 1610.00 10 Sqm

or 150.00 11.00 161.00 Sqm

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


complete.


i Cost of material

113



Basic rate

in `

Material required for 10 sqm 600 nos

bricks{ 21*9.5*6.5 cm} @ Per 1000 no

4200.00 2520.00

0.19 cum mortar @ 4363.00 37.43 791.54

37.43 3311.54



18.90 1.74





2607.99 184.12

1623.33 3607.75 5231.08

Say 1623.00 3608.00 5231.00 10 Sqm

or 162.00 361.00 523.00 Sqm


i Cost of material


bricks{ 21*9.5*6.5 cm} @ Per 1000 no

4200.00 2520.00

0.19 cum mortar @ 3569.00 36.29 641.82

36.29 3161.82



18.90 1.74





2607.99 184.12

1622.19 3458.03 5080.22

Say 1622.19 3458.03 5080.22 10 Sqm

or 162.00 346.00 508.00 Sqm

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


complete.


i Cost of material

Material required for 10 sqm 400nos

bricks{ 21*9.5*6.5 cm} @ Per 1000 no

4200.00 1680.00

0.19 cum mortar @ 4363.00 37.43 791.54

37.43 2471.54



18.90 1.74





1767.99 124.82

1623.33 2708.45 4331.78

Say 1623.33 2708.45 4331.78 10 Sqm

or 162.00 271.00 433.00 Sqm

114



Basic rate

in `


i Cost of material


bricks{ 21*9.5*6.5 cm} @ Per 1000 no

4200.00 1680.00

0.19 cum mortar @ 3569.00 36.29 641.82

36.29 2321.82



18.90 1.74





1767.99 124.82

1622.19 2558.73 4180.92

Say 1622.19 2558.73 4180.92 10 Sqm

or 162.00 256.00 418.00 Sqm

21 Add extra for superstructure brick masonry

on item no 16 & 17

As per item 13 A above 122.00 30.00 152.00 Cum

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 ( 4800 - 4200 )*580/1000

348.0 Cum

(b) Over Item No. 19 ( 4800 - 4200 )*600/10000

36.0 Sqm

( c ) Over Item No. 20 ( 4800 - 4200 )*400/10000

24.0 Sqm

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 ( 4200 - 3800 )*580/1000

232.0 Cum

(b) Over Item No. 19 ( 4200 - 3800 )*600/10000

24.0 Cum

( c ) Over Item No. 20 ( 4200 - 3800 )*400/10000

16.0 Cum

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

160.00 Cum

115

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 264.00

(b) 20 mm Sqm 222.00

(c) 12mm Sqm 162.00

(d) 6 mm Sqm 95.00




(a) 25 mm Sqm 248.00

(b) 20 mm Sqm 214.00

(c) 12mm Sqm 148.00




(a) 25 mm Sqm 235.00

(b) 20 mm Sqm 204.00

(c) 12mm Sqm 141.00



of all construction materials , of thickness:

(a) 25 mm Sqm 225.00

(b) 20 mm Sqm 196.00

(c) 12mm Sqm 148.00

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 42.00

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 107.00

(b) In Cement sand mortar 1:4 Sqm 104.00

14 Raised and cut pointing on stone masonry including racking

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


(a) Cement sand mortar 1:3 Sqm 163.00

(b) Cement sand mortar 1:4 Sqm 159.00

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

1

2

3

4


PART : 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

i Cost of material

0.03 cum mortar @ 4363.00 5.91 124.98

ii Labour charges

0.10 mason Gr.I @ 500.00 50.00

0.11 Beldar @ 189 20.79

0.12 coolie @ 189 22.68

93.47 0.00

iii water Charges (excluding mortar ) for


0.93 0.47

iv Scaffolding 3.00

v curing charges complete 7.56 4.06

vi Other charges





1% + Labour Cess 1% I.e = 7.06 % i.e. on

130.66 9.22

124.52 138.81 263.33

Say 125.00 139.00 264.00 Sqm

(b) 20 mm

i Cost of material

0.0224 cum mortar @ 4363.00 4.41 93.32

4.41 93.32



0.87 0.44

iii Labour charges

0.094 mason Gr.I @ 500.00 47.00

0.102 Beldar @ 189 19.28

0.11coolie @ 189 20.79

87.07 0.00

Scaffolding 3.00

S. No. Item

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.


Rate in RsUnit

CHAPTER - IX

PLASTERING AND POINTINGNOTES

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

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

Basic

rate in Rs

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.

125

Labour Material Rate S. No. Item

Rate in RsUnit

Basic

rate in Rs

curing charges complete 7.56 4.06

iv Other charges



Sundaries @1% on 4.50 0.044953



115.84 8.18

115.72 106.04 221.75

Say 116.00 106.00 222.00 Sqm

(c) 12mm

i Cost of material

0.015 cum mortar @ 4363.00 2.96 62.49

2.96 62.49



0.65 0.33

iii Labour charges

0.067 mason Gr.I @ 500.00 33.50

0.075 Beldar @ 189 14.18

0.092 coolie @ 189 17.39

65.06 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.39 0.043853



90.62 6.40

89.14 73.32 162.46

Say 89.00 73.00 162.00 Sqm

(d) 6 mm

i Cost of material

0.0075 cum mortar @ 4363.00 1.48 31.25

1.48 31.25



0.36 0.18

iii Labour charges

0.04 mason Gr.I @ 500.00 20.00

0.04 Beldar @ 189 7.56

0.045 coolie @ 189 8.51

36.07 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.24 0.042403



57.38 4.05

126


Rate in RsUnit

Basic

rate in Rs

54.57 39.58 94.15

Say 55.00 40.00 95.00 Sqm





(a) 25 mm

i Cost of material

0.03 cum mortar @ 3569.00 5.73 101.34

sandla 9.00

5.73 110.34



0.93 0.47

iii Labour charges

0.10 mason Gr.I @ 500.00 50.00

0.11 Beldar @ 189 20.79

0.12 coolie @ 189 22.68

93.47 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.53 0.045274



132.18 9.33

124.34 124.24 248.58

Say 124.00 124.00 248.00 Sqm

(b) 20 mm

i Cost of material

0.0224 cum mortar @ 3569.00 4.28 75.67

sandla 9.00

4.28 84.67



0.87 0.44

iii Labour charges

0.094 mason Gr.I @ 500.00 47.00

0.102 Beldar @ 189 19.28

0.11coolie @ 189 20.79

87.07 0.00

Scaffolding 3.00


iv Other charges


T&P and Labour welfare @ 3% on Rs. 98.50 2.95

Sundaries @1% on Rs. 4.50 0.044953



124.84 8.81

115.58 98.02 213.60

Say 116.00 98.00 214.00 Sqm127


Rate in RsUnit

Basic

rate in Rs

(c) 12mm

i Cost of material

0.015 cum mortar @ 3569.00 2.87 50.67

sandla 9.00

2.87 59.67



0.55 0.28

iii Labour charges

0.067 mason Gr.I @ 500.00 23.45

0.075 Beldar @ 189 14.18

0.092 coolie @ 189 17.39

55.01 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.34 0.043351



88.10 6.22

77.58 70.27 147.85

Say 78.00 70.00 148.00 Sqm





(a) 25 mm

i Cost of material

0.03 cum mortar @ 3112.00 5.64 87.72

sandla 9.00

5.64 96.72



0.93 0.47

iii Labour charges

0.10 mason Gr.I @ 500.00 50.00

0.11 Beldar @ 189 20.79

0.12 coolie @ 189 22.68

93.47 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.53 0.045274



132.18 9.33

124.25 110.62 234.87

Say 124.00 111.00 235.00 Sqm

(b) 20 mm

i Cost of material128


Rate in RsUnit

Basic

rate in Rs

0.0224 cum mortar @ 3112.00 4.21 65.50

sandla 9.00

4.21 74.50



0.87 0.44

iii Labour charges

0.094 mason Gr.I @ 500.00 47.00

0.102 Beldar @ 189 19.28

0.11coolie @ 189 20.79

87.07 0.00

Scaffolding 3.00


iv Other charges

Contractor's profit @ 10% on. 98.50 9.85


Sundaries @1% on 4.50 0.044953



124.84 8.81

115.51 87.85 203.37

Say 116.00 88.00 204.00 Sqm

(c) 12mm

i Cost of material

0.015 cum mortar @ 3112.00 2.82 43.86

sandla 9.00

2.82 52.86



0.55 0.28

iii Labour charges

0.067 mason Gr.I @ 500.00 23.45

0.075 Beldar @ 189 14.18

0.092 coolie @ 189 17.39

55.01 0.00

Scaffoldind 3.00


iv Other charges



Sundaries @1% on 4.34 0.043351



88.10 6.22

77.54 63.46 141.00

Say 78.00 63.00 141.00 Sqm




construction materials , of thickness:

(a) 25 mm

i Cost of material

0.03 cum mortar @ 2786.00 5.58 78.00

sandla 9.00129


Rate in RsUnit

Basic

rate in Rs

5.58 87.00



0.93 0.47

iii Labour charges

0.10 mason Gr.I @ 500.00 50.00

0.11 Beldar @ 189 20.79

0.12 coolie @ 189 22.68

93.47 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.53 0.045274



132.18 9.33

124.19 100.90 225.09

Say 124.00 101.00 225.00 Sqm

(b) 20 mm

i Cost of material

0.0224 cum mortar @ 2786.00 4.17 58.24

sandla 9.00

4.17 67.24



0.87 0.44

iii Labour charges

0.094 mason Gr.I @ 500.00 47.00

0.102 Beldar @ 189 19.28

0.11coolie @ 189 20.79

87.07 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.50 0.044953



124.84 8.81

115.47 80.59 196.06

Say 115.00 81.00 196.00 Sqm

(c) 12mm

i Cost of material

0.015 cum mortar @ 2786.00 2.79 39.00

sandla 9.00

2.79 48.00



0.65 0.33

iii Labour charges

0.067 mason Gr.I @ 500.00 33.50

0.075 Beldar @ 189 14.18

130


Rate in RsUnit

Basic

rate in Rs

0.092 coolie @ 189 17.39

65.06 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.39 0.043853



99.62 7.03

88.98 59.46 148.44

Say 89.00 59.00 148.00 Sqm

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.

10% of

item

rate

Sqm

6 Finishing with neat cement (punning)

including cost of cement and all leads of all


27.00 Sqm

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

9 Making grooves as per design in plaster 10

mm to 20 mm wide.

6.30 Mtr.

10 Making lining out on plaster to imitate stone

or concrete blocks walling.

42.00 Sqm

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

( c) PART C : POINTING

13 Flush or ruled pointing on stone masonry

including racking of joints and curing etc.

complete including all leads of all


(a)

i Cost of material

0.004 cum mortar @ 4363.00 0.79 16.66



0.30 0.15

iii Labour charges

1/10 mason Gr.I @ 500.00 50.00

In Cement sand mortar 1:3

131


Rate in RsUnit

Basic

rate in Rs

1/20 coolie @ 189 9.45

59.45 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.21 0.042086



83.70 5.91

80.24 26.82 107.06

Say 80.00 27.00 107.00 Sqm

(b)

i Cost of material

0.004 cum mortar @ 3569.00 0.76 13.51



0.30 0.15

iii Labour charges

1/10 mason Gr.I @ 500.00 50.00

1/20 coolie @ 189 9.45

59.45 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on Rs. 4.21 0.042086



83.70 5.91

80.21 23.67 103.88

Say 80.00 24.00 104.00 Sqm

14 Raised and cut pointing on stone masonry

including racking of joints and curing etc.

complete including all leads of all


(a)

i Cost of material

0.006 cum mortar @ 4363.00 1.18 25.00



0.49 0.25

iii Labour charges

1/7 mason Gr.I @ 500.00 71.43

1/7 coolie @ 189 27.00

98.43 0.00

Scaffolding 3.00


iv Other charges



Sundaries @1% on 4.31 0.043061

In Cement sand mortar 1:4

Cement sand mortar 1:3

132


Rate in RsUnit

Basic

rate in Rs



128.06 9.04

124.90 38.39 163.28

Say 125.00 38.00 163.00 Sqm

(b)

i Cost of material

0.006 cum mortar @ 3569.00 1.15 20.27



0.49 0.25

iii Labour charges

1/7 mason Gr.I @ 500.00 71.43

1/7 coolie @ 189 27.00

98.43 0.00

Scaffoldind 3.00


iv Other charges



Sundaries @1% on 4.31 0.043061



128.06 9.04

124.86 33.66 158.52

Say 125.00 34.00 159.00 Sqm

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

Cement sand mortar 1:4

133

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

NOTES

1

2

3

4

5

6

7

8

9

10

Item UnitRate

(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

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

charge and IS: 456

CHAPTER -X

CENTERING, SHUTTERING AND R.C.C.

The following rates are inclusive of all taxes, levies,turn over tax, income tax, service

trax, sales tax, octroi, panchayat tax. 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.

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.


S.No.

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

reinforcement and placing thereof at appropriate places properly.

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

141

Item UnitRate

(in Rs)S.No.

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

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


(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


(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

142

Item UnitRate

(in Rs)S.No.

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

143

(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 181.00

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 634.00

b From 5 to 10 m depth Meter 1031.00

c From 10 to 15 m depth Meter 1294.00

d From 15 to 20 m depth Meter 2386.00

e From 20 to 25 m depth Meter 2724.00

f Beyond 25 m depth Meter 3371.00

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 846.00

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

422.00

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

892.00

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. 7386.00

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 867.00

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

NOTE:-

{1}

{2}

{3}

1 (a) Drilling holes of 35 mm diameter for anchor

rods.

i) Upto 1.50 m. depth

Drilling charges rate as per chapter V item

2D (A)

104.00

ii) Beyond 1.5 m. for each subsequent metre 146.00

(b) Labour charges for Fixing of anchor bars in

neat cement grout including cost of cement

and curing etc. complete

i Cost of Cement required for filling holes 2

kg/ hole including wastage etc.

280.00 11.20

ii Labour charges for fixing 10 nos anchor bars,

split wedges and pouring cement slurry etc.

complete

1 no Black smith Gr. II @ 400.00 400.00

2 no Helpers @ 300.00 600.00

1 no Mason Gr. II@ 400.00 400.00

1400.00



1582.00

Rate per anchor bar 1582.00 /10 158.20

158.20 11.20


1% +Labour cess1% I.e = 7.06 % i.e. on

169.40 11.96

158.20 23.16

158.20 23.16

Say

Rs.

158.00 23.00 181.00

S.No. Rate in Rs

PART A : FOUNDATION TREATMENT

ItemBasic rate

in Rs

CHAPTER - XI

FOUNDATION AND SURFACE TREATMENT

Note- These rates for complete job and also includes maintaining and

furnishing of all data, test result and consumption statement in

prescribed formats.

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


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

tax, sales tax, octroi, panchayat tax, Contractor's profict and royalty etc.

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

144

S.No. Rate in RsItemBasic rate

in RsC Supply of Tor steel anchor bars of required

diameter, length and shape at site of work

complete.

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 Upto 5 m. depth

I Labour charges per shift/machine

1 no Driller @ 260.00 260.00

½ no Time keeper @ 250.00 125.00

¼ Fitter @ 350.00 87.50

¼ no Store Munshi @ 250.00 62.50

2 no Helper @ 300.00 600.00

1135.00


Sundaries @ 1% on 1135.00 11.35


Total 1293.90 1293.90

II Compressor charges per Shift for one

machine

one compressor disel drivan of 300 cfm

capacity will run two machine. The working

hours of compressor are 7 hrs. hire charges of

compressor / shift charges for 7 hours run @

1000.00 1000.00

Disel required for 7 hrs @ 7.50 lit / hr =

52.50 lir @ 59.00 3097.50

4097.50

Charges for one machine per shift 4097.50 /2 2048.75

III Drilling Machine Charges

(including cost of air hose spare parts and

repairs etc.)

i Charges of drilling machine per hr @ 350.00 35.00

ii Cost of material required for drilling

machine

a Cost of air hose double braided 100 meters@

110.00 11000.00

b Claw coupling 16 nos @ 45.00 720.00

c Hose clamps, binding wire etc. 4 nos 45.00 180.00

d Valve 650.00 650.00

12550.00

As per field experience, only 800 meters

drilling can be done with the above materials

therefore rate per meter of drilling 12550.00 /800 15.69

The progress of drilling per machine /shift 10.00

Hence rate per working hour will be 15.69 x10 22.41

Therefore rate per hour of drilling machine

charges 57.41

7.00

145


in RsHire charges for one shift 7 x 57.41 401.88

IV Water Pump Charges

Including POL's and Operational charges

i Hire charges of 15 HP pump High head 330.00 330.00

POL 1.20 lit per Hr for 7hr = 8.40 lit 8.40 59.00 495.60

825.60

Hire charges For 1 hr 117.94

ii Cost of materials

a Cost of Suction pipe 3" dia 5m 260.00 1300.00

b Cost of Foot valve 3" 500.00 500.00

c Cost of GI valve 3" 550.00 550.00

2350.00

Concidering life of suction pipe, GI valve,

Foot Valve etc as 1000 hrs

Hence cost material per working hour 2350.00

1000.00 2.35

iii

550.00

55000.00 x0.02 1100.00

Hence charges per working hour1100.00

25x7

Hence total rate /hour of water pump i+ii+iii

126.58

Hire charges for one shift 126.58 7.00 886.05

one 15 HP pump can run two machines

therefore charges for one machime

443.03


V MATERIAL CHARGES FOR 5 M DEPTH

OF HOLES:

(As per hand book of Sundrile drilesteel)

1 Extention Rod 1¼" hex 800 mm 0.016 no @

3500.00 56.00

2 Extention Rod 1¼" hex 1600 mm 0.016 no

@ 7200.00 115.20


@ 10800.00 172.80


17500.00 350.00

5 Coupling sleeves1¼" 0.03 Nos @

2500.00 75.00

6 Shank Rod 0.05 No @ 3800.00 190.00

7 Bit 48 mm dia 0.08 No 5500.00 440.00

8 Water Body 0.001 @ 1500.00 1.50

9 Water body washer 0.33 no @ 30.00 9.90

10 Lubricating oil 0.50 lit @ 150.00 75.00

11 Grinding wheel 0.05 No @ 1600.00 80.00

1565.40

Therefor cost of 15 m drilling 1565.40 x15 4696.20

Hence Total of I+II+III+IV+V 8883.75

Rate of drilling 8883.75

15.00592.25

6.29

5

Cost of GI pipe etc 3" dia pipes 100 meters

@ considering charges of pipe as 2% per

month i.e.

146


in RsIncome tax 2.06% + Sale tax 3% + Royalti


592.25 41.81

634.06 634.00

B From 5 to 10 m depth

I Labour charges for 1 shift/machine

As per Item 2(a) I above 1293.90

II Compressor charges per shift for one

machine

As per Item 2(a) II above 2048.75

III Drilling Machine charges

As per Item 2(a) III above 401.88

IV Water pump charges



V MATERIAL CHARGESFOR 5 M DEPTH

OF HOLES:


Rate as per ledger (0to 10 m)


3500.00 87.50


@ 7200.00 180.00


@ 10800.00 270.00


@ 17500.00 2187.50

5 Coupling sleeves1¼" 0.20 Nos @ 2500.00 500.00

6 Shank Rod 0.05 No @ 3800.00 190.00

7 Bit adopter 0.12 No 1400.00 168.00

8 Bit 48 mm dia0.15 No 5500.00 825.00

9 Water Body 0.02 @ 1500.00 30.00



4634.00

Deduct as per item No 2 (a) for the cost of 5

m drillimg -1565.40

3068.60

Therefor cost of 12 m drilling 3068.60 x 12.00 7364.64



12.00



962.68 67.97

1030.65 1031.00

C From 10 to 15 m depth




machine




962.68

5

147


in RsIV Water pump charges




OF HOLES:



3500.00 140.00


7200.00 288.00


10800.00 432.00


17500.00 5250.00

5 Shank adopter 0.17 no @ 1400.00 238.00

6 Bit adopter 0.20 No 1400.00 280.00

7 T.C.T. Cross bit 0.17 no @ 5500.00 935.00


9 Water Body 0.04 @ 1500.00 60.00




8582.50

Deduct as per item No 2 (b) for the cost of 5

m drillimg -4634.00

3948.50




10.00



1208.46 85.32

1293.77 1294.00

D From 15 to 20 m depth




machine








OF HOLES:



3500.00 217.00


@ 7200.00 381.60

1208.46

5

148


in Rs3 Extention Rod 1¼" hex 2400 mm 0.053 no

@ 10800.00 572.40


17500.00 11200.00

5 Shank adopter 0.067 no @ 1400.00 93.80

6 Bit adopter 0.26 No 1400.00 364.00

7 T.C.T. Cross bit 0.24 no @ 5500.00 1320.00


9 Water Body 0.04 @ 1500.00 60.00

10 Water body washer 2 no @ 30.00 60.00



17398.80

Deduct as per item No 2 (c) for the cost of 5

m drillimg -8582.50

8816.30




9.00



2228.54 157.34

2385.88 2386.00

E From 20 to 25 m depth




machine








OF HOLES:



3500.00 343.00


@ 7200.00 604.80


@ 10800.00 907.20


@ 17500.00 17710.00

5 Shank adopter 0.106 no @ 1400.00 148.40

6 Bit adopter 0.41 No 1400.00 574.00

7 T.C.T. Cross bit 0.38 no @ 5500.00 2090.00


9 Water Body 0.063 @ 1500.00 94.50



2228.54

5

149


in Rs12 Lubricating oil 2.37 lit @ 150.00 355.50

27505.66


m drillimg -17398.80

10106.86




8.00



2544.82 179.66

2724.48 2724.00

F Beyond 25 m depth




machine








OF HOLES:



3500.00 504.00


@ 7200.00 885.60


@ 10800.00 1328.40


@ 17500.00 25865.00

5 Shank adopter 0.156 no @ 1400.00 218.40

6 Bit adopter 0.60 No 1400.00 840.00

7 T.C.T. Cross bit 0.558 no @ 5500.00 3069.00


9 Water Body 0.093 @ 1500.00 139.50




40259.43



12753.77




7.00

5

3148.98

5

2544.82

150


in RsIncome tax 2.06% + Sale tax 3% + Royalti


3148.98 222.32

3371.29 3371.00

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.

A Upto 5 m. depth

I Labour chargesper shift/machine

1 no Driller Gr. I@ 260.00 260.00

½ no Time keeper @ 250.00 125.00

½ no Fitter Gr. II @ 350.00 175.00


3 no Helper @ 300.00 600.00

1222.50


Sundaries @ 1% on 1222.50 12.23


Total 1393.65 1393.65


machine


capacity will run one machine. The working



1000.00 1000.00


52.50 lir @ 59.00 3097.50

4097.50 4097.50

Charges for one machine per hr 512.19


(including cost of air hose spare parts and

repairs etc.)

i 7 woking hours @ as per item

2 a III above 401.88


Including cost of labour, cost of fuel,

lubricants and repairs etc.


2 a IV above 7 126.58 886.05


OF HOLES:



3500.00 52.50


@ 7200.00 108.00


@ 10800.00 162.00151


in Rs4 Extention Rod 1¼" hex 3200 mm 0.05 no @

17500.00 875.00


6 Shank Rod 0.01 No @ 3800.00 38.00

7 Bit 48 mm dia 0.03 No 5500.00 165.00

8 Bit Adopter 0.03 no @ 1400.00 42.00



1752.50

The progress of drilling per shift 11 m there

for cost of 5 m drilling 1752.50 x 11 3855.50



11.00



966.78 68.25

1035.03 1035.00





machine








OF HOLES:




3500.00 105.00


@ 7200.00 194.40


@ 10800.00 291.60


@ 17500.00 2327.50


6 Shank Rod 0.033 No @ 3800.00 125.40

7 Bit 48 mm dia 0.111 No 5500.00 610.50

8 Bit Adopter 0.133 no @ 1400.00 186.20



5000.60


m drillimg -1752.50

3248.10


5

5

966.78

152


in RsHence Total of I+II+III+IV+V 13924.90


11.00



1265.90 89.37

1355.27 1355.00





machine








OF HOLES:



3500.00 154.00


@ 7200.00 316.80


@ 10800.00 453.60


17500.00 6125.00


6 Shank Rod 0.05 No @ 3800.00 190.00

7 Bit 48 mm dia 0.17 No 5500.00 935.00

8 Bit Adopter 0.20 no @ 1400.00 280.00



9366.90


m drillimg -5000.60

4366.30




9.00



1626.49 114.83

1741.32 1741.00





machine



1626.49

5

1265.90

153


in RsAs per Item 2(a) III above 401.88





OF HOLES:



3500.00 217.00


@ 7200.00 381.60


@ 10800.00 572.40


17500.00 11200.00


6 Shank Adopter 0.26 No @ 1400.00 70.00

7 Bit 48 mm dia 0.22 No 5500.00 1210.00

8 Bit Adopter 0.26 no @ 1400.00 364.00



17520.00


m drillimg -9366.90

8153.10




7.00



2599.06 183.49

2782.55 2783.00

E From 20 to 25 m depth




machine








OF HOLES:



3500.00 248.50


@ 7200.00 511.20


@ 10800.00 691.20

5

2599.06

154


in Rs4 Extention Rod 1¼" hex 3200 mm 1.01 no @

17500.00 17675.00


6 Shank Adopter 0.083 No @ 1400.00 116.20

7 Bit 48 mm dia 0.28 No 5500.00 1540.00

8 Bit Adopter 0.38 no @ 1400.00 532.00



25729.10



8209.10




6.00



2771.67 195.68

2967.35

Say 2967.30 2967.00

F Beyond 25 m depth




machine








OF HOLES:



3500.00 315.00


@ 7200.00 604.80


10800.00 864.00


17500.00 26250.00


6 Shank Adopter 0.10 No @ 1400.00 140.00

7 Bit 48 mm dia 0.33 No 5500.00 1815.00

8 Bit Adopter 0.40 no @ 1400.00 560.00



36998.80



11269.70


5

2771.67

155


in RsHence Total of I+II+III+IV+V 20302.72


6.00



3383.79 238.90

3622.68

Say 3622.70 3623.00

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.

A Upto 5 m. depth 439.00

B From 5 to 10 m depth 568.00

C From 10 to 15 m depth 710.00

D From 15 to 20 m depth 996.00

E From 20 to 25 m depth 1112.00

F Beyond 25 m depth 1325.00

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.

A Upto 5 m. depth

I Labour charges per shift /machine

1 no Driller Gr. I@ 260.00 260.00

½ no Time keeper @ 250.00 125.00

½ no FitterGr. II @ 350.00 175.00


3 no Helper @ 300.00 600.00

1222.50


Sundaries @ 1% on 1222.50 12.23


Total 1393.65 1393.65


machine


capacity will run one machine. The working



1000.00 1000.00


52.50 lir @ 59.00 3097.50

4097.50 4097.50


3383.79

5

156


in Rs(including cost of air hose spare parts and

repairs etc.)


2 a III above 401.88


Including cost of labour, cost of fuel,

lubricants and repairs etc.


2 a IV above 7 126.58 886.05


OF HOLES:



3500.00 52.50


@ 7200.00 108.00


@ 10800.00 162.00


17500.00 875.00


6 Bit 48 mm dia 0.04 No 5500.00 220.00

7 Shank Adopter 0.01 No @ 1400.00 14.00

8 Bit Adopter 0.05 no @ 1400.00 70.00



1811.50

The progress of drilling per shift 24 m there

for cost of 5 m drilling 1811.50 x 24 8695.20



24.00



644.76 45.52

690.28 690.00





machine








OF HOLES:




3500.00 105.00

5

644.76

157


in Rs2 Extention Rod 1¼" hex 1600 mm 0.027 no

@ 7200.00 194.40


@ 10800.00 291.60


@ 17500.00 2327.50


6 Shank Adopter 0.033 No @ 1400.00 46.20

7 Bit 48 mm dia 0.111 No 5500.00 610.50

8 Bit Adopter 0.133 no @ 1400.00 186.20



4921.40


m drillimg -1811.50

3109.90




24.00



904.44 63.85

968.30 968.00





machine








OF HOLES:



3500.00 164.50


@ 7200.00 302.40


@ 10800.00 453.60


17500.00 3675.00


6 Shank Adopter 0.052 No @ 3800.00 197.60

7 Bit 48 mm dia 0.174 No 5500.00 957.00

8 Bit Adopter 0.209 no @ 1400.00 292.60



7865.95

5

904.44

158


in RsDeduct as per item No 2 (a) for the cost of 10

m drillimg -4921.40

2944.55




20.00



927.86 65.51

993.37 993.00





machine








OF HOLES:



3500.00 234.50


7200.00 432.00


10800.00 648.00


@ 17500.00 5215.00


6 Shank Adopter 0.074 No @ 1400.00 103.60

7 Bit 48 mm dia 0.248 No 5500.00 1364.00

8 Bit Adopter 0.297 no @ 1400.00 415.80



11006.80


m drillimg -7865.95

3140.85




15.00



1080.11 76.26

1156.36 1156.00

927.86

5

1080.11

5

159


in RsE From 20 to 25 m depth

I Labour charges for 1 shift / machine



machine








OF HOLES:



3500.00 315.00


7200.00 576.00


10800.00 864.00


17500.00 7000.00


6 Shank Adopter 0.099 No @ 1400.00 138.60

7 Bit 48 mm dia 0.333 No 5500.00 1831.50

8 Bit Adopter 0.398 no @ 1400.00 557.20



14759.20



3752.40




13.00



1271.95 89.80

1361.75

Say 1361.70 1362.00

F Beyond 25 m depth




machine








OF HOLES:

1271.95

5

160


in Rs(As per hand book of Sundrile drilesteel)


3500.00 402.50


@ 7200.00 741.60


@ 10800.00 1112.40


@ 17500.00 8907.50

5 Coupling sleeves1¼" 1.072 Nos @ 2500.00 2680.00 1.071903

6 Shank Adopter 0.126 No @ 1400.00 176.40

7 Bit 48 mm dia 0.425 No 5500.00 2337.50

8 Bit Adopter 0.51 no @ 1400.00 560.00



18680.60



3921.40




10.50



1429.91 100.95

1530.86

Say 1530.90 1531.00

6 Supplying and lowering into holes and fixing

of casing pipes of suitable diameter to enable

drilling of minimum 48 mm dia grout holes.

a Cost of 65 mm dia GI/MS pipe 550 550.00

b Labour required for lowering of pipein

drilled holes, fixing and holding in posittion

etc. per shift for 5 m casing pipe:

2 nos helper @ 300.00 600.00

labour required per meter 600.00 100.00

6



113.00

c Charges for threading and casing pipe for

standard length at each end for 6.54 length

LS 8.00

d Transportation charges for pipes per meter @

2% on cost of pipe i.e on 550.00 11.00

5

1429.91

161


in Rse Charges for fixing of pipes by cement

assuming the dia of holes is 100 mm increase

to 125 mm $ volume of grout in one meter

length. 3.14/4 x ( 0.125*0.125 - 0.065*0.065)

= 0.0089 cum / meter of depth of hole Say

0.009 cum / meter of depth of hole.

Considering the cement consumption as 50

kg / meter i.e. 1420 kg cement is being

consumed in ane cum. Cement consumption

for 0.009 cum = 1420*0.009 = 12.78

Cost of Cement per M.T.=

20.00 280.00 5600.00

Cost of Grouting per MT excluding cost of

Cement (excluding Tax) as per item no 9 of

this analysis 6898.80556

Total cost of grouting including cost of

cement. 12498.81

Charges for grouting 12.78 kg @

12498.81 159.73

Total cost of fixing of pipe etc complete

including cost of pipe = (a+b+c+d+e) 841.73



59.00 4.17

845.90

Say 846.00 846.00

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.

MATERIAL

Considering 6 Nos holes can be washed in

one shift

a Compressed air

One compressor 250 cfm capacity is required

for 10 minutes.

Hire charges per hour with POL 2915.00 /7 416.43

Charges for 10 minute 416.43 x 10

b WATER PUMP

One 15 HP pump required for 30 minutes

Hire charges per hr 126.58 x30

c COST OF G.I. PIPE, HOSE PIPE ETC. L.S. 30.00

d LABOUR

1 no Fitter @ 350.00 350.00

3 nos Helpers @ 300.00 900.00

½ no Time Keeper @ 250.00 125.00

1375.00


63.29

60 69.40

60

162


in RsT&P and Labour welfare @ 3% on 125.00 3.75

1391.25

6 nos holes can be done in one shift. There

fore charges of per hole/stage 1391.25

6

Charges per hole per stage (a+b+c+d) 394.57



394.57 27.86

422.43

Say422.00

422.00

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.

The normal washing is inclusive of washing

under pressure of each stage of each hole for

8 hrs.

MATERIAL

a Compressed air

One compressor 300 cfm capacity is required

for 2 hours

Hire charges per hour with POL 4097.50 /7 585.36

Charges for 2 hours 585.36 x 2 1170.71

b WATER PUMP

One 15 HP pump required for 4.5 hrs Hire

charges per hr 126.58 x4.5 569.60

c COST OF G.I. PIPE, HOSE PIPE ETC. L.S. 200.00

d LABOUR

1 no Fitter @ 350.00 350.00

3 nos Helpers @ 300.00 900.00

½ no Time Keeper @ 250.00 125.00

1375.00



1391.25

Total of (a+b+c+d) 3331.57

In one shift average 4 nos holes can be

washed with pressor and water simultaneosly

Rate per hole per stage 3331.57 /4 832.89



832.89 58.80

891.69

Say 892.00 892.00

231.88

163


in Rs9 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)

I LABOUR CHARGES FOR ONE GROUT

PUMP PER SHIFT

1 no grout pump driver @ 260.00 260.00

1 no Time keeper @ 250.00 250.00

½ no Fitter @ 350.00 175.00

2 nos chawalia G II@ 300.00 600.00

3 nos Helpers @ 300.00 900.00

2185.00

Contractor's profit,T&P and Labour welfare,

Sundaries @ 14% on 2185.00 305.90

2490.90

II COMPRESSOR CHARGES / SHIFT FOR

ONE MACHINE

One compressor of 250 cfm capacity can run

one pump assumiming 7 hrs working

Therefore charges per shift with POL @ 2915.00

III WATER PUMP CHARGES WITH POL

one water pump of 15 hp can feed 2 grout

pumps @ per hr Charges / shift 126.58 x7

IV GROUT PUMP CHARGES

(Including cost of water hose, air hose, fitting

repairs etc. 360

Total of (I+II+III+IV) 6208.93

PROGRESS OF WORK

Average 18 bags i.e. 900 kg of cement is

being injected in one shift

Rate of grouting per M.T. of cement 6208.93 x 1000



6898.81 487.06

7385.86

Say 7386.00 7386.00

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

I COMPRESSOR CHARGES / SHIFT FOR

ONE MACHINE

One compressor of 250 cfm capacityrequired

for one hour@ 2915.00

2 443.03

900 6898.80556

164


in RsTherefore charges per hour with POL @ 2915.00 416.43

7

II WATER PUMP CHARGES WITH POL

one water pump of 15 hp required for 7 hrs

126.58 x7 886.05

III LABOUR CHARGES

1 no Fitter @ 350.00 350.00

1 nos Helpers @ 300.00 300.00

1 no Time keeper @ 250.00 250.00

900.00

Contractor's profit, T&P and Labour welfare,

Sundaries @ 14% on 900.00 126.00

1026.00

IV COST OF MATERIAL

Water meter pressor gauge etc. LS 100.00

Total of (I+II+III+IV) 2428.48

Average 3 holes can be tested per shift

Rate / test 2428.48 /3 809.49



809.49 57.15

866.64

Say 867.00 867.00

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%

12 Preparation of foundation of structure

including removal of all loose stones, silt and

final washing.

a By manual labour 20.00

b By compressed air & water under pressure 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.

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.

92.00

PART B : PREPARATION OF FOUNDATION AND

SURFACE TREATMENT

165


in Rs15 Chipping concrete surface, cleaning the

exposed surface of steel and concrete with

wire brush, washing with water complete as

per specifications excluding scaffolding etc.

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.

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.

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)

56.00

166

Metre

Metre 1.40

No.

Each

Unit

CHAPTER - XI

FOUNDATION AND SURFACE TREATMENT

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


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

tax, sales tax, octroi, panchayat tax, Contractor's profict and royalty etc.

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

167

UnitKg.

Mt

168

Unit

Per

month

Hour

mt

169

Unit

Mt

mt

Mt

170

Unit

mt

Mt

171

Unit

Mt

172

Unit

Mt.

173

Unit

Metre

Metre

174

Unit

Mt

mt

175

Unit

Mt

mt

Mt

176

Unit

mt

Mt

mt

177

Unit

Mt

mt

178

Unit

Mt

Metre 256.00 1.26

Metre 314.00 1.33

Metre 378.00 1.38

Metre 443.00 1.8

Metre 538.00 1.52

Metre 654.00 1.49

Metre

179

Unit

Mt

mt

180

Unit

Mt

mt

181

Unit

Mt

mt

Mt182

Unit

mt

Mt

mt

183

Unit

Mt

Metre

mt

184

Unit

Per

MT

Per

meter

Mt

Hole/

stage

185

Unit

Hole/

Stage

Hole/

Stage

186

UnitM.T.

M.T.

Each

Per

day187

Unit

Each

Sqm 14

Sqm 43

Sqm 131

Sqm 65

188

UnitSqm 45

Sqm 739

Sqm 823

Sqm 46

189

(1)

(2)

(3)

(4)

Item UnitRate (in

Rs)

Rate of 2009

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 0.5

b Thick Sqm 1.00 0.8

c For dowels and outer slopes. Sqm 0.90 0.7

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 26

b Over 15 cms to 30 cms. girth Each 105.30 81

c Over30 cms to 45 cms. girth Each 175.50 135

d Over 45 cms to 60 cms. girth Each 289.90 223

e Over 60 cms. girth Each 408.20 314

(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 5.5

b In canal Sqm 1.40 1.1

4 Weed clearance in canal and branches including disposal beyond

canal banks and its burning.

a In dry bed Sqm 0.80 0.6

b In pool of water Sqm 2.10 1.6

5 Cutting & uprooting of Sarkanda, or Arrows or Jhundas including

disposal as directed by Engineer-in-charge

Sqm 4.70 3.6

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 0.9

ii In pool of water Sqm 2.10 1.6

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

lead of 50 meters.

R.M. 7.30 5.6

8 Dag belling

a 5 cm to 7.5 cm deep 10 M 7.30 5.6

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.

b Over 7.5 cm to 10 cm deep 10 M 9.10 7

c Over 10 cm to 15 cm deep 10 M 12.00 9.2

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 4318

b In semi- hilly area Km 8947.90 6883

c In hilly area Km 12782.90 9833

10 Repair of existing service road including jungle clearance, filling

cuts, depression and dressing etc. complete.

a In plain area Km 2038.40 1568

b In semi- hilly area Km 3057.60 2352

c In hilly area Km 4335.50 3335

11 Making standard type cement gauge including engraving letters

and painting including scaffolding etc.

R.M. 371.80 286

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

washable paints including cost of material

R.M. 139.10 107

13 Painting distance mark stone and lettering with light blue white or

yellow un-washable paint including cost of material

Each 81.90 63

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 156.00 120

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 991.00 750 85

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 5.6

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 4

b Add extra if counter weight type design is followed Kg 6.00 4

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 1.6

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

heavy channel/girders.

Kg 6.00 4

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 1084

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

clamps and head posts etc. complete

Each 985.00 788

21 Labour charges for fixing of canal regulator gates complete

including rod, clamps and head posts etc.

a Gate size upto 1 sqm Each 740.00 591

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

clamps and head posts etc. complete.

Each 620.00 494

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 6800

(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 6800

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 48

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 86

b Above 8 cm Sqm 213.00 142

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 7

28 Providing bitumen joints filter sheet conforming to IS: 1838-1983

a 12 mm Sqm 499.00 399

b 20 mm Sqm 599.00 479

c 25 mm Sqm 699.00 559

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 0.7

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 623.00 498

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 13

b Plastic bag Each 11.00 6.3

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 9

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 45.00

100mm RM 145.00 160.00 169.00 45.00

150mm RM 203.00 212.00 228.00 45.00

200mm RM 247.00 286.00 320.00 75.00

225mm RM 262.00 317.00 338.00 92.00

300mm RM 522.00 716.00 786.00 92.00

450mm RM 872.00 1717.00 1862.00 138.00

600mm RM 1214.00 2250.00 2700.00 152.00

900mm RM 2900.00 4774.00 5727.00 264.00

1000mm RM 3277.00 6088.00 6760.00 289.00

1200mm RM 4514.00 7875.00 9763.00 359.00

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.Description Unit Rate in Rs

(diametre)

75 mm R.M. 85

100mm RM 155.00

160mm RM 325.00

34 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 87

b 10 to 19 HP Per hr 140.00 112

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

c 20 to 30 HP Per hr 151.00 121

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.

35 (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 23

(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 1.1

36 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 567.00 336

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

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

Per day (24

hr.)

378.00 112

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

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

per day (24

hr.)

567.00 168

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

24 hours)

per day 567.00 420

40 Watch & ward of office building after office hours. per day 378.00 224

41 Watch & ward of irrigation colonies campus houses with or

without office buildings.

per day 567.00

42 Cleaning of irrigation colonies campus road and road side drains

with or without office buildings.

Per Month 1210.00

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

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

pots placed around to view point complex including watering etc.

complete.

Per day 465.00 358

45 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 10830 12346.2

46 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 108.00 111.8

Measuring devices

Note:-

47 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. Previous rate 10% Hike

Rete

quotation

Channel discharge in Cusec

Up to 1 cusec, 3 mm thick Each 4240 3850 4235

Up to 2 cusec, 3 mm thick Each 10870 9450 10395 13074



Up to 5 cusec, 4 mm thick Each 37390 32506 35756.6







Up to 25 cusec, 5 mm +-1mm thick Each 91430 79500 87450 95839





Up to 70 cusec, 6 mm +-1mm thick Each 140500 145097.3 136443

Up to 80 cusec, 6 mm +-1mm thick Each 146270 159303.8 146908



fabricated fibre-glass reinforced plastic (FRP) moulded

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. Rate

quotation

Channel discharge in Cusec

Up to 100 cusec, 7 mm +-1mm thick Each 337870 355652













fabricated fibre-glass reinforced plastic (FRP) moulded 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. Rete

quotation

Drain discharge in Lit / sec

15 Lit / sec 9100 9578

30 Lit / sec 14280 15028

45 Lit / sec 16090 16931

60 Lit / sec 19300 20314

90 Lit / sec 24530 25811

120 Lit / sec 31080 32715

50 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 4345

15 cm wide P RMT 5060 5318

30 cm wide P RMT 7830 8234

51 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 5000

b Up to 4 seater boats all types Per Year 15000 10000

c Up to 20 seater boats

i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 25000 15000

ii. Driven by all other types Per Year 50000 45000

d More than 20 seater boats



e Application Charges for Item 51 A (Non Refundable)

i. For Cooperative society/Govt & Semi Govt. Department 500 500

ii. For Private Persons 1000 1000

iii. For Registered Private Firms 1500 1500

B For recreation, transportation of Occupants of hotel by registered

firms/hotels

a Up to 2 seater boats all types Per Year 10000 3000

b Up to 4 seater boats all types Per Year 25000 10000

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 3000

C For fishing purpose Per Boat 200 200

Application Charges for Item 51 C (Non Refundable) 100 100

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 5000

i. For Registered Private Firms/Hotels Per ton

Capacity

10000 10000

Application Charges for Item 51 D (Non Refundable)

i. For Govt & Semi Govt. Department 500 500

ii. For Registered Private Firms/Hotels 1000 1000

52 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 10000

Photo Print 6" x 4" Each 20

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

S N ItemRates

(In Rs)Unit

A

1Beldar/Women Cooli / Chowkidar / Water man / Earth-

dresser 189.00 P day 189.00 P day

2 Excavators 220.00 P day 220.00 P day

3 Mate 225.00 P day 225.00 P day

4 Stone Braker Grade I 270.00 P day 270.00 P day

5 Stone Braker Grade II 225.00 P day 225.00 P day

6 Blaster 300.00 P day 300.00 P day

8 Chawalia 300.00 P day 300.00 P day

9 Stone Dresser/cutter (Silawat)

(a) Stone dresser Grade I 400.00 P day 400.00 P day

(b) Stone dresser Grade II 375.00 P day 375.00 P day

10 Mistri 400.00 P day 400.00 P day

11 Helper 300.00 P day 300.00 P day

12White washer/store or laboratory attendant/floor

polisher250 P day 250 P day

13 Dak Runner with his own cycle 225 P day 225 P day

14Mason/ Painter/ Carpenter/ Electrician /Black smith /

plumber

(a) Grade I 500.00 P day 500.00 P day

(b) Grade II 400.00 P day 400.00 P day

15 Sweeper part time

(a) For 2 hours 55 55

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

(c) Per Day 200 200

16

Helper for Carpenter /Black smith /

Mechanic/Electrician / Plumber / Steel fabricator /Fitter

/ Driller / Truck / Tractor /Compressor/ Jack Hammer

/Dumper

300 Per Day 300 Per Day

17 Security Guard with licensed gun owned by him 325 Per Day 325 Per Day

18 Security Guard without gun 300 Per Day 300 Per Day

INPUT DATA SHEET

LABOUR WAGES

19

Munshi/Survey Amin/ Density Observer/ Record

Keeper/Time Keeper/ Gate Keeper/ Core Observer/

Laboratory Assistant / Gauge Reader / Telephone

Assistant

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

b Grade II 250 Per Day 250 Per Day

20 Cook cum Chowkidar 215 Per Day 215 Per Day

21 Driller/Grout pump driver 260.00 P day 260.00 P day

22Operator for Jack Hammer/ Vibrator/ Pneumatic

Tamper or pavement Breaker/shot-crete placer330 Per Day 330 Per Day

23 Gardener

(a) Grade I 250 Per Day 250 Per Day

(b) Grade II 225 Per Day 225 Per Day

24 Driver for pumps/Concrete Mixers 300 Per Day 300 Per Day

25 Driver for Compressor/Generators 280 Per Day 280 Per Day

26Heavy vehicle driver for Trucks/Dumpers/Tractors/

Stone crusher etc. (License holder) 400 Per Day 400 Per Day

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

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

29

Survey Mistry / earthwork Mistry / Work Mistry

(Experienced/Trained) Patwari (Trained) / Tracer

(I.T.I.) / Wireless Operator (Trained) / Receptionist


30 Typist having knowledge of typing in computer 300 Per Day 300 Per Day

31Computer Operator having knowledge of M.S. Office

i.e Word/Excel/Power point

(a) with own computer 400 Per Day 400 Per Day

(b) without computer 325 Per Day 325 Per Day

32Light vehicle driver for Jeep/Car/Station wagon etc.

(License holder) (Grade I)320 Per Day 320 Per Day

33Driver with life jackets and all accessories for working

under water. Duty hours at site400 Per Hour 400 Per Hour

34

Driver for Heavy Machine like chain type

Dozers/Shovels, etc. (License Holder) Boring/Wagonet

machine operator


35 Work Agents/ Surveyors/ Supervisors

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

(b) Civil Engineer Possessing Diploma or equivalent. 650 Per Day 650 Per Day

B

1 Cost of Crusher broken Graded Aggregate

(a) 150 to 80 mm size 580.00 P. Cum 580.00

(b) 80 to 40 mm size 630.00 P. Cum 630.00

(c) 40 to 20 mm size 800.00 P. Cum 800.00

(d) 20 to 10 mm size 830.00 P. Cum 830.00

(e) 10 to 4.75 mm size 860.00 P. Cum 860.00

2 Cost of Natural Aggregate

(a) 150 to 80 mm size 494.00 P. Cum 494.00

(b) 80 to 40 mm size 534.00 P. Cum 534.00

(c) 40 to 20 mm size 670.00 P. Cum 670.00

(d) 20 to 10 mm size 735.00 P. Cum 735.00

(e) 10 to 4.75 mm size 761.00 P. Cum 761.00

3 Morrum or Murda 245.00 P. Cum 245.00

4 Stones 37.50 Kg 780.00 P. Cum 780.00

5 Stones not less than 23 kg. 710.00 P. Cum 710.00

6 Soling stone / Boulders 650.00 P. Cum 650.00

7 Quarry Spall 400.00 P. Cum 400.00

8 Quarry Rubish 380.00 P. Cum 380.00

9Pitching stones atleast 75% stones to be more than 40

kg, in weight 780.00 P. Cum 780.00

10Pitching stones atleast 75% stones to be more than 25

kg , in weight 750.00 P. Cum 750.00

11 (a)Stones for Rip Rap at least one side not less than 23 cm

in size including all lead and lift. 670.00 P. Cum 670.00

11 (b)Stones for Rip - Rap at least one side not less than 15

cm in size.630.00 P. Cum 280.00

12 Cement (in bags) 50 Kg in weight. 280.00 P. Cum 3500.00

13 Un Slaked Lime 3500.00 P. Cum 700.00

14 Surkhi pulverized 700.00 P. Cum 740.00

15 Sand (Un-screened) 740.00 P. Cum 851.00

16 Sand (screened) 851.00 P. Cum 48.00

17 Mild steel and medium tensile steel bars as per IS : 432-

1982

48.00 P.Kg 50.00

CONSTRUCTION MATERIAL

Construction Material including all lead & Lift, FOR at site

18 HYSD steel bars as per IS 1786-1985 50.00 P.Kg 55.00

19 Structural steel 55.00 P.Kg 4800.00

20 Well burnt clay bricks class designation 100 4800.00 / 1000 Nos. 4200.00

21 Well burnt clay bricks class designation 75 4200.00 / 1000 Nos. 3800.00

22 Comman burnt clay bricks class designation 50 3800.00 / 1000 Nos. 500.00

23 Brick bats 500.00 P. Cum 4900.00

24 Clay tiles (size 30 x 15 x 5 cm) 4900.00 / 1000 Nos.

25 Hydraulically compressed P.C.C. tiles of M15 grade. 18.00

(a) 300 x 300 mm size 18.00 Each 12.00

(b) 150 x 300 mm size 12.00 Each

26 Stone patties edges hammer dressed 495.00

(a) Length up to 1.50 m and thickness 50 mm and above 495.00 P Sqm 600.00

(b)

Length up to 1.50 m to 2.50 m and thickness 70 mm

and above 600.00 P Sqm 700.00

(c)

Length up to 2.50 m to 4 m and thickness 80 mm and

above 700.00 P Sqm

27Cut stone sills, slab, or lintels one face plain and edge

hammer dressed.450.00

(a) 100 to 125 mm thick 450.00 P Sqm 550.00

(b) 126 to 150 mm thick 550.00 P Sqm 650.00

(c) 151 to 200 mm thick 650.00 P Sqm 40.00

28 Fly ash confirming 40.00 P Bag 50.00

29 Chemical for curing as per ASTM 50.00

30 Empty bag of 50 kg capacity in good condition 15.00

(a) Jute 15.00 P Bag 5.00

(b) Plastic / Polythene 5.00 P Bag 150.00

31 ISI marked (LDPE) film black, as per IS: 2508-1984 150.00 kg 180.00

32

Distance stone well dressed of required shape and size

60 cm x 23 cm x 7 cm with exposed faces chiesel

dressed.

180.00 230.00

33

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.

230.00

C

1 Diesel 59 / Lit

2 Mobile oil 160 / Lit

3 Amonium nitrate 70.00 Kg

4 Gelatin 120.00 Kg

5 Fuse Coil 6.00 RM

Other Material

6 Ordinary detonator 18.00 Each

7 Drill Rod 800 mm long 3600.00 Each

8 Electric Detonator 40.00 Each

9 Sealing Compound 190.00 Kg

10 Air hose double braided 110.00 Mt

11 Claw coupling 45.00 Each

12 Hose clamps 45.00 Each

13 Valve 650.00 Each

14 Suction pipe 3" dia 260.00 Mt

15 Foot Valve 3" 500.00 Each

16 GI pipe 3" dia 550.00 Mt.

17 Extention Rod 1¼" hex 800 mm 3500.00 Each




21 Coupling sleeves1¼" 2500.00 Each

22 Shank Rod 3800.00 Each

23 Bit 48 mm dia 5500.00 Each

24 Water Body 1500.00 Each

25 Water body washer 30.00 Each

26 Lubricating oil 150.00 lit

27 Grinding wheel 1600.00 Each

28 Bit adopter 1400.00 Each

29 Shank adopter 1400.00 Each

30 T.C.T. Cross bit 5500.00 Each

31 GI/MS pipe 65 mm dia 550.00 Mt

D HIRE CHARGES OF PLANT & MACHINERY

SN Type of Plant / Machinery

Hire charges with

staff & mobil oil

in Rs.

UnitIdle Charges

(In Rs)

1 Trucks upto 5 tonne capacity (light commercial vehicles) 700.00 Day 300.00

2 Trucks 7-10 tonne capacity 1000.00 Day 330.00

3 Dumpers 7-10 tonne capacity 1400.00 Day 480.00

4 Tractors -

(a) Upto – 40 HP 515.00 Day 180.00

(b) Above 40 HP (for consolidation) 575.00 Day 220.00

5 Tractor mounted compressor (upto 160 cfm.) 750.00 Day 250.00


(a) Upto 160 cfm 660.00 Day 250.00

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

(c) 300 cfm to 350 cfm 1000.00 Day 250.00

7Jack hammer / Khurpa machine without drill rod but with

necessary hosepipe

300.00 Day 75.00

8 Drifter 350.00 Day 75.00

9 Concrete mixers

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

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

10 Mortar miller 375.00 Day 140.00

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


(a) Upto 6KVA 400.00 Day 80.00

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

13 Pumping sets

(a) 5 to 10 HP 300.00 Day 145.00

(b) Above 10 HP to 16 HP 330.00 Day 210.00

(c) Above 16 HP to 30 HP 450.00 Day 250.00

14 Diesel Road roller 8 to 10MT 890.00 Day 280.00

15 Sheep's foot roller (without staff)

(a) Capacity 5 MT 200.00 Day -

(b) Capacity 3 MT 160.00 Day -

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

17 Tractor Trolly above 2 Cum capacity (without staff)

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

(b) Four wheeler without hydraulic lift 200.00 Day 50.00

(c) Four wheeler with hydraulic lift 250.00 Day 60.00

18 Karawha 75.00 Day 35.00

19 Water Tanker


(i) Upto 3000 Lit. capacity 175.00 Day 70.00

(ii) Above 3000 but upto 5000 Lit. capacity 250.00 Day 105.00

(b) Truck- mounted 5000 Lit. to 8000 Lit. capacity 1000.00 Day 300.00

20 Diesel Jeep / Car / Zypsy

18500.00 per monthModel not older than 2 years (Two wheel drive)(a)

650.00 Day

16500.00 per month

60.00 Day

1500.00 per month

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 500.00 Hr. 140.00

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

(c) above 0.75 cum 1200.00 Hr. 380.00

22 Bull dozer

(a) upto 100 HP 400.00 Hr. 75.00

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

(c) above 175 HP 1250.00 Hr. 320.00

23 (a)Boat (fiber body) power Driven with license 6 to 10 seat

capacity

650.00 Per hr. 150.00

23 (b)Boat (manually operated) with boatmen with license 6 to 10

seat capacity

550.00 Per hr. 80.00

24Grout pump including water hose, air hose, fittings, repairs

etc. 375.00 Day 75

25 Vibro compactor with operator 3500 Day 500

-

Extra for four wheel drive -

(b)

(c)

Model older than 2 years (two wheel drive)

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