Model Estimates

8/10/2019 Model Estimates

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INDEX

SI.No. Page No.

Water Conservation (Chapter -1)

1 Model Estimate : for construction of new Earthen Dam cumembankment in different area

1,2

2 Model Estimate : for construction of new Earthen Dam cum

Embankment in different area

3

3 Model Estimate : for construction of Soak pit for Accumulation of

refuse Water of Tube-Well

4,5,6

4 Model Estimate : for excavation of Irrigation tank including land

development

7,8

5 Model Estimate : for Contour Bund including "30-40 Model" 9, 10

Drought Proofing (Chapter - 2)

6 Model Estimate : for partheneum weeding clearing including

Jatropha curcus & Nursing

11

7 Model Estimate : for tube well platform with connecting drain,

soak-pit for drinking water purpose

12,13,14,15

8 Model Estimate : for plantation of mango (variety : Himsagar) 16

9 Model Estimate : for Nursery work for preparation of seedlings 17

10 Model Estimate : for roadside plantation & Details of seeds 18,19,20

11 Model Estimate : for construction of Recharge Boro pit for

Rain water Harvesting

21,22,23

12 Model Estimate : Bamboo Plantation 24

13 Model Estimate : 1 ha Block Plantation 25,26

14 Model Estimate : 5.0 ha Block Plantation 27,28

Irrigation Canals (Chapter - 3)

15 Model Estimate : for Re-Excavation of drainage cannel (silt clearance) 29,30

16 Model Estimate : for construction of drainage and irrigation cannelin connection with drainage and irrigation in rural area

31

Minor Irrigation (Chapter - 4)

17 Model Estimate : for 20% Sech Doba to enhance cropping intensity in

mono-cropping zone

32,33

18 Model Estimate : for 10% Sech Doba to enhance cropping intensity in

mono-cropping zone

34,35

19 Model Estimate : for Construction of Boro bandh 36,37,38,39

v



Sl.No. Page No.

20 Model Estimate : for Dug- Well 40,41,42,43,44

21 for Construction of Happa for drinking water for catties (20 ft. x 15 ft.x 6 ft.)

45

22 for Construction of Happa for drinking water for catties ( 30 ft. x 24 ft.x 8 ft.)

46

23 for Construction of Happa for drinking water for catties (40 ft. x 30 ft.x 10 ft.)

47,48

24 for Construction of Check Dam / Weir/Jore Bundh on NaturalStream, Construction of Check Dam (2.4 m high, 20 m wide) onNatural Stream

49, 50, 51, 52,53

Renovation of tradit ional water bodies including DesMting of tanks (Chapter - 5)

25 Model Estimate : for Re-Excavation of Silted Pond 54,55

Land Development on Common Land (Chapter - 6)

26 Land Development for individual beneficiaries in different areas 56

27 Model Estimate : for Development of Play ground 57

Flood Protection / Protection Work / Drainage in water logged areas (Chapter - 7)

28 or Raising & Strengthening of embankment Details of Estimate 58,59

29 for Turfing in the Country side of newly raising and StrengtheningEmbankment with Grass sods in order to protect the Embankment from

Damages

60,61

30 for pilling at the Vulnerable portion of embankment in order tocomplete the Raising and Strengthening work of the sundarbanEmbankment

62,63

31 or Making Porcupine Cages Making of 1 unit porcupine cage byEngaging Local Resources & Labour

64, 65, 66

32 for protection of earthen embankment to check the erosion by sausagewith bullah pilling

67, 68, 69

33 for construction of Ring Bandh at the Vulnerable Zone where forwardembankment is in deplorable condition

70, 71,72

34 for protection work at the Vulnerable zone of the tidal embankment bybrick pitching with Sausage in order to check the erosion

73,74

35 construction of platform for tube well in different Blocks 75,76

VI



Sl.No. Page No.

36 Model Estimate : Renovation of Kuchha Drain for drainage water 77,78

37 Model Estimate : Construction of Outlet in canel, Hapa &

waterlogged area

78, 79, 80

38 Model Estimate : Construction of earthwork embankment in orderto protect the flood water

81

39 Model Estimate : Construction of single vent 3'-0" diaHume Pipe Sluice

82,83,84,85

Rural Connectiv ity (Chapter-8)

40 Model Estimate : for construction of 6-50 ft (1.98M) wide single

brick pavement Road

86,87

41 Model Estimate : for construction of 6.50 ft (1.98M) Wide DoubleBrick Pavement Road.

88,89

42 Model Estimate : for construction of 6.50 ft (1.98M)

Widejamal metal Road

90,91

43 Model Estimate : Construction of Moorum Boulder Road 92,93

44 Model Estimate : for Upgradation of Earthen Road Embankment 94,95

45 Model Estimate : for construction of concrete Road 96,97

46 Model Estimate : for construction of single brick flat soling road 98,99

47 Model Estimate : for construction of Brick Pavement

(Herring bone bond 200 mm thick)

100,101,102,

103,104

48 Model Estimate : for Convergence scheme of earth work in road

embankment for P.M.G.S.Y. Roads

105,106

49 S. O. R. : Revised SOR for earth work 107, 108,109

VII



A. Cost of Wage Component :

(i) Unskilled Labour : 4 Nos. @ 81.00 Each = 324.00

(ii) Skilled Labour : 1 Nos. @ 162.00 Each = 162.00

Total : 486.00

B. Cost of Materials Component :

SI. No.

Descript ion of Materials. Quantity Rate Unit Amount (Rs.)

1 ist.Class bricks. 317 Nos. 2800.00 0/00 Nos. 887.60

2 Cement 2.500 Bags 250.00 Bags 625.00

3 Stone chips (20mm. Down) 0.083 Cum. 1450.00 Cum. 120.35

4 Course Sand. 0.281 Cum. 329.00 Cum. 92.45

5 River Sand / Silver Sand 0.200 Cum. 210.00 Cum. 42.00

6 1 st. Class brick bats 0.200 Cum. 450.00 Cum. 90.00

7 M.S.Rod 6.000 Cum. 35.00 Cum. 210.00

8 Black wire 0.200 Cum. 40.00 Cum. 8.00

9 100 mmdia. UPVCpipe 1 No. 58.00 Cum. 58.00

10 100 mmdia. UPVCpipe(Bend Pipe)

1 No. 14.00 Cum. 14.00

11 Display Board & other

worksite facilities.

L.S. 800.00

2947.40

Say, Rs. 2947.00

C. Value of the Project : ( A + B )

A. Wage Component: Rs. 486.00

B. Material Component: Rs. 2947.00

Rs. 3433.00

Note:

i) The scheme is to be taken up in cluster form covering at least 15 (fifteen) families making the

project cost above Rs. 50,000.00

ii) Unit wise proportional cost of supervisor, water carrier should be added with unit cost for actual

cost per unit.

iii) Rate of all materials calculated in respect of local market price approved by the authority

concerned.

5



MODEL ESTIMATE FOR PLANTATION OF MANGO ( VARIETY : Himsagar )

UNIT Area -1 ha Plant Spacing - 10m x 10m

Item No.

Description of item, quantity & rate No. of Unskilled

Labour (USL)

Wage Cost

Rs. 81.00 per

USL (lakh Rs.) 1 Survey & demarcation of plantation pit 2 0.00162

2 Cleaning of plantation area, cutting jungle and 5 0.00405

3 Alignment of pit 3 0.00243

4 Digging of planting pit of size 1 m x 1 m x 1 m.

100 nos. (E/W @ 72 CFT / USL )

51 0.04131

5 Filling up planting pit with water, soil etc. 100 nos. 7 0.00567

6 Planting & carriage 100 plants 5 0.00405

7 Application of manures & fertiliser 100 plants 5 0.00405

8 Staking, mulching, weeding etc. 7 0.00567

9 Intercultural operations 10 0.00810 10 Gap filling etc. 2 0.00162

11 Cutting of cow protection trench (1312 ft x 3 ft

x 3 f t =11808 eft @ 72 eft/ USL)

164 0.13284

12 Digging of hapa, 90 nos. (108 eft per hapa @

72cft/ USL ), Dimension: Top-7 ft x 7 ft,

Bottom- 5ft x 5 ft, Depth- 3 ft.

135 0.10935

13 Labour charges to complete the total fencing work for

one ha area including cutting and splitting of bamboo

binding of wire rigidly with nail pole etc.

156 0.12636

14 Watchman for 180 days 180 0.14580

15 Manual irrigation time to time(16 times @ 5 nos.USL / time )

80 0.06480

TOTAL 812 0.65772

NON WAGE COST

Item No.

Descript ion of item, quantity & rate Estimated

Expenditure

(Lakh Rs.)

1 Organic manure ( 2000 kg @ Rs.2 /kg) 0.04000

2 Chemical fertiliser, pesticides, fungicides etc. 0.01500

3 Bamboo for fencing (150no @ Rs. 50 /pc.) 0.07500

4 Nail (5 kg @ Rs. 50 /kg.) 0.00250 5 Glwire(5kg.@Rs. 50/KG.) 0.00250

6 Supervisor (20 no. @ Rs.122/-) 0.02440

7 Monitoring 0.05000

8 Unforeseen item (5%) 0.01060

TOTAL 0.22000

TOTAL COST

1 Wage Cost ( Lakh Rs.) 0.65772

2 NonWage Cost ( Lakh Rs.) 0.22000

GRAND TOTAL ( Lakh Rs.) 0.87772

----> 74.93

% Of Grand Total

16



Model estimate of Nursery work for preparation of seedlings underNREGA

Size of transplant bed - 6.0 m. x 1.2 m.

Size of Mother bed - 6.0 m. x 1.2 m. x 0.3 m.

No. of seedlings per hector - 1600 nos.

Unit- 10,000 nos. of seedlings.

A. LABOUR COMPONENT

SI. No.

Description of Item Quantity of

mandays

Rate (Rs.)

Amount (Rs.)

1 Cleaning and demarcation of land for Mother bed. 1 81 81

2 Preparation of Mother bed including pulverizing

soil, mixing cow dung, manure, sowing seeds, size

(a) Mother bed - 6.0m. x 1.2m. x 0.3m. = 2nos. (b)

Tube bed 6.0m. x 1.2m. x 0.15m. = 10 nos.

4.5 81 364.5

3 Sowing seeds in mother bed 1.5 81 121.5

4 Filling of polythene tubes with manures soil after

mixing cow dung with good earth, insecticide and

Bio Fertilisers as and when required (1 man days

per 250 nos. packet filling)

40 81 3240

5 Fencing nursery area 2 81 162

6 Making nursery sheds with thatch and bamboo 4 81 324

7 Pricking our seedlings and dibbling seed in the

tube beds.

6 81 486

8 Tending including sorting, shifting two times 12 81 972

9 Watering, wedding and cleaning (April to June) 90 81 7290

161 nos. TOTAL 13041

B. MATERIAL COMPONENT

SI. No.

Description of Item Rate (Rs.)

Amount (Rs.)

1 Price of seeds L.S. 500

2 Price of Nursery tools L.S. 200

3 Price of cow dung L.S.

5004 Cost of collection of good earth for filling tubes L.S. 450

5 Price of oil cakes on insecticide for nursery L.S. 200

6 Price of material for shade and fencing L.S. 350

7 Price of polythene tubes (200 mm. x 100 mm. flat) L.S. 750

8 Carriage of materials. L.S. 120

9 Provision for Supervisor 3 nos. 122 366

10 Display board L.S. 500

TOTAL: 3936

Total Estimated cost = Rs. 13,041.00 + Rs. 3,936.00 = Rs. 16,977.00 (Rupees Sixteenthousand Nine hundred Seventy Seven only).

17



Model estimate for roadside plantation under NREGA

Length of road : 1.00 K.M.

For ordinary mixed soil:

No. of seedlings / row K.M. 400 nos. @ 2.5 m. c/c.

No. of rows per K.M. in each side of the road = 2 x no. of seedlings required perK.M. (for both side) of road = 400 x 2 x 2 = 1600 nos.

Species maybe planted : -

a) Flowering trees 40% (Sonalu, Mingiri, Krishnachura, Kanchan,

Simul etc.)Jarul, Radhachura

b) Decorative plants 20 % (Kadam, Debdaru, Jhau, Kusum etc.)

c) Timber Yielding 30 % (Sishu, Gamar, Mehogani, Siris, Neem etc.)

d) Fruit Yielding 10% (Mango, Kul, Jam etc.)

Per KM of road (One Hector)

SI. No.

Descript ion of Item Unit per

mandays

No. of

mandays

Amount (Rs.)

1. Survey and demarcation 1.00 K.M. 1 81.00

2. Initial cleaning and planting site by cutting bushes,

weeds and removing the same.

625 sq.m. 16 1296.00

3. Digging planting pits of size 0.45m. x 0.45 m. x 0.30 m. 39 pits 41 3321.00

4. Filling planting pits with basal dose application

20 days before planting (50 gms. Per pit)

100 pits 16 1296.00

5. Planting potted seedlings 80 plants 20 1620.00

6. Live fencing by sowing seeds of babla / khair /

boga medulla / cutting of Ipomoea

830 sq.m. 12 972.00

7. Filling up vacancies by planting potted seedlings 2500 sq.m. 4 324.00

8. 1 st. cleaning , mulching with fertilizer 100 pits 16 1296.00

9. 2nd. cleaning , mulching with fertilizer 114 pits 14 1134.00

10. 3rd. cleaning, mulching with fertilizer 133 pits 12 972.00

11. Application of insecticides 3 243.00

12. Biological protection of plantation by engaging

mazdoor from August to January - 6 months

(180 days) @ 1 labour /day

180 14580.00

13. Water carrier and creche 7 567.00

TOTAL WAGE component 27702.00

Material component

SI.No. Descript ion of Item Quantity Rate Amount (Rs.)

14. Cost of fertiliser N.P.K. (10:26:26) @ 50 grams / pit 80 Kg. Rs. 10 / Kg. 800.00

15. Cost of Insecticides L.S. 400.00

16. Cost of raising seedlings (1600 + 10%) = 1 760 nos. 1 760 nos. Rs.2/seedling 3520.00

17. Display of signboard 2 nos L.S. 1000.00

18. Carriage of seedling etc. L.S. 700.00

19. Provision of Supervisor 7 nos. 122.00 854.00

TOTAL NON WAGE com ponent 7274.00

Total Estimated cost per KM = Rs. 27,702.00 + Rs. 7,274.00 = Rs. 34,976.00 (Rupees Thirty fourthousand nine hundred seventy six only)

18



MODEL ESTIMATE OF 10 % SECH DOBA TO ENHANCE CROPPING INTENSITY IN

MONO-CROPPING ZONE UNDER N.R.E.G.S. PROGRAMME

Item No.1 UNIT-100M

1 Earth work for excavation of pond

(Considering mixed soil to be excavated )

i) Volume of earth work : 1/2 (48T + 42') x 1/2 (30T + 24") x 6' = 7290 cft.

ii) Considering lift 5' to 8' and lead 80' to 160'

Hence mandays required

Considering 1/3 female & 2/3 Male Labour engaged. Total Labour- N

Out put per Male 85 eft x 0.94 M.F. = 80 eft Say.

Output per Female 72 eft x 0.94 M.F. = 68 eft. Say

Hence, (2/3 x 80 x N) + (1/3 x 68 x N) = 7290 eft By equating N, 96

No. of Male Labour- 64, Female Labour- 32

Assuming 50 USK engaged per day. Time of Completion 2 days

2. Wage Component :-

i. No. of USK 96 @ Rs. 81.00 Rs. 7776.00

ii. Crech/Watering @ 1 USK / day 2 Nos. @ Rs. 81.00 Rs. 162.00

3. Non Wage Component :-

i. Supervision @ SSK/50 USK 2 Nos. @ Rs. 122.00 Rs. 244.00

ii. First aid box Rs. 100.00

iii Shed. Rs. 100.00

iv. Water pot/Jug Rs. 80.00

v. Display board / Photograph Rs. 1000.00

Total Rs. 9462.00

34



No. of Labour SI. No.

Description Meterial

Required

S k i l e d

S e m i

S k i l e d

U n - S k i l d

Quantity

of

Material

9 12.00 mm thick plaster (to wall, floor, dado etc.) with sand andcement mortar (1:4)

Platform 1 X 3.14 X (1.863)2-(0.913)

2 = 9.52 m

2 Sand /

100 m2

Sand =

0.27 cum

2 X 3.14 X 1.863 X 0.15 = 1.75495 1.460

Covering 2 X 3.14 X 0.913 X 0.85 =4.87 m2

ring

wall of well 2 X 3.14 X 0.778 X 0.25 = 1.22 Drain 4 X 1.20 X 0.150 = 0.72

Cement/

100 m2

0.366

Cement =

).O68 cum

= 1.94 bags

1 X 1.20 X 0.500 = 0.60 (ltNo-24<b);

18.69 Page- 91) 2.08 3.12

(A Group of U.SL = 3.00 SL = 2.00

@ 18.00M2/ M.D)

(P & RD Schedule Item No-68(i); Page No-103)

10 Neat cement punning about 1.5mm thick in wall, dado, etc.

complete. Same as Item No. 9

= 18.69 m2

2

Cement/

100 m2

0.152

Cement =

0.028am =

0.80 bags

(A Group of U.SL =1.00 SL = 2.00

@ 50.00M2/ M.D) It. No-34;

Page- 93)

(P & RD Schedule Item No-70; Page No-103) 0.75 0.37

11 Precast RCC ring made with cement concrete (1:2:4) with graded

stone chips and 0.08 % reinforcement including the cost of

shuttering and reinforcement filled and fixed in position

joining with cement mortar (1:2) ......... Etc.

31 m

12 Lowering burnt earthen ring or precast RCC ring completed

(upto 1.5 dia)

31 m

= 31.00 m

(A Group of U.SL =3.00 SL = 1.00

@ 12.00Ml M.D)

(P & RD Schedule Item No-101(a); Page No-106) 2.58 7.75

Total = 34.21 0.30 7.79

Say 34.00 0.00 74.00

42



Model Estimate

for Raising & Strengthening of Embankment Details of Estimate & Abstract of Cost

Unit-100 MT

SI.No. Description of Item Quanti ty Unit Rate Amount No. of

Labour

1525

31

Per

Day

Per

Day

81

122

123525

3782

1525

Nos.

31Nos

1 Earth work in Excavation forembankment ............

Leveling dressing etc.(Considering mixed soil to

be excavated) Existing section of embankment

(22'-0" + 4'-0")/2 x 6’-0” = 78.00sft Proposed

section of embankment (61 '-0" + 6'-0")/2 x 11 '-0"

= 368.50sft

Considering length of earthen embankment to be

construction 100m =328'-0"

i. Volume of earth work = (368.50-78.00) =

290.50sft x 328 = 95284cft.

ii. As per NREGS schedule considering lift 10'-0"

to 12'-0" & lead 320'-0"to 400'-0"

Hence mandays required = 95284/(71 x 0.88)

1525 nos mandays @ 81.00 each Rs.123525.00

iii. Supervisor = 1525/50 = 30.50nos. Say 31

nos (1 no supervisor for every 50 heads)

Total Rs. = 127307.00

Work Site Facilities :-

Rs. 1000.00

Rs. 500.00

Rs. 200.00

Rs. 100.00

i. Display board 2 Nos.

ii. Shed

iii. First aid box

iv. Water pot, Jug

Total Rs.1,29,107.00

(Rupees One Lak twenty nine thousand one hundred Seven) only.

58



MODEL ESTIMATE

PROTECTION WORK AT THE VULNERABLE ZONE OF THE TIDAL

EMBANKMENT BY BRICK PITCHING WITH SAUSAGE IN ORDER TO

CHECK THE EROSION UNDER NREGA PROGRAMME.

SI.

No.

Description of Item of work Qty. unit Rate Amount

(Rs.) Unit Length = 3287100 M

1 Supplying to site and pitching (20 cm thick) with 1stclass Kiln burnt bricks including dressing rammingand preparing bed to proper slope complete withnecessary earth work not exceeding 300 mm indepth and fillings gaps with powered earth or localsand (including cost of sand) 328'-0" x ( 22.36 + 1.5 ) = 7826.08 sft= 731.3 cum

731.3 sqm 496.00 362725.00

2 Making sausages square or rectangle in sectionmade with full bricks rolled inside with 10 s.w.g. etc. 328'-0" = 100 m

100 m 2330.00 233000.00

3 Providing filter on slope with well graded JhamaKhoa including cost and carriage of materials to siteand preparing bed 37.5 mm down 328'-0" x 24'-0" x O'-6" = 3936 cft = 111.40 M3

111.4 cum 1365.00 152061.00

4 Earth work in excavation for embankment tank canaletc.Volume of Earth = {(15 + 65)/2 x 10 - (10 + 25)/2 x

10 }x 328= (400 - 175) x 328 = 73,800 cftConsidering ordinary mixed soil with lead 160'-0"'to240'-0"and lift 5'to 8'

Output for Male = 81 x 0.94 = 76.14

Output for Female = 69 x 0.94 = 64.86

Say, Total labour involved = n nos.

2/3 x n x 76.14 + 1/3 x n 64.86 = 73800

hence, n = 73800/72.38 = 1020 nos.

Wage Cost

Supervisor = 5438 / 50 = 109 nos.Display board "First Aid Box"

Water Carrier

73800

76.14

64.86

1020

20

20

nos.

nos.

nos.

81.00

122.00

81.00

82620.00

2440.00

500.00

1620.00Rs. 8,34,966.00

Abstract Cost

(i) Unit Considered

(ii) Wage Cost (iii) Non-Wage Cost

TOTAL PROJECT COST

= 100 metre

= Rs. 82620.00Rs. 752346.00

Rs. 8,34,966.00

73



GOVERNMENT OF WEST BENGAL

Panchayats & Rural Development Department 63, N. S. Road, Kolkata - 700 001.

ORDER

No. 6052-RD/P/NREGA/18S-09/06 Date -1 9

TH

October,2006 With the launching of the NREGA in ten districts of the stare it has become imperative to revise theSchedule of Rates / Works, particular of earthworks, in respect of unskilled labourers to ensure that aperson working for seven hours would earn,on an average, a wage equal to the prevailing minimum wagefixed. Considering that there are diverse nature of soil in different regions of the state, from hard rocky soilto loose and soft soil including slashy and muddy soil and also that women labourers generally give loweroutput than the male labourers, work-time-motion studies have been performed in a few selected districtscovereingall the different types of soil to contend with. On the basis of those study reports and other fieldleavel experiences and suggestions, the soil has been broadly classified into five major categories viz.loose and soft soil ordinary mixed soil, mixed medium hard soil, hard soil and muddy and slashy soil andthe Schedule of Rate/Work for earthwork is accordingly revised-as follows for men and women unskilledlabourers separately.

This Revised Schedule of Rate for earthwork will take effect from the date of this order in all the districts forall Rural Employment Programmes viz. NREGA, SGRY. etc. under the Department of Panchyats & RuralDevelopment.

Tnis is in supersession of all previous Schedule of Rates / Works so far as it relates to earthwork only.

Revised Schedule of Rate / Work for earthwork under Rural Employment Programmes

Earth work in excavation for embankment, tank and canal etc. lift uptc 5 (five) ft. including removing andstacking the spoils trimming the sites, leveling, dressing, etc. when necessary — per manday.

Qty in eft

Loose and soft soil to be excanated by spade

Lead upto

80 ft.

Beyond 80

upto 160 ft.

Beyond 160

to 240 ft.

Beyond 240

to 320 ft.

Beyond 320

to 400 ft.

Beyond 400

to 480 ft.

Beyond 480

to 560 ft.

Beyond 56C

to 640 ft.

Male 99.00 95.00 90.00 84.00 79.00 71.00 67.00 64.00

Female 85.00 81.00 77.00 71.00 67.00 60.00 57.00 54.00

Ordinary Mixed soil to be excavated by Spade

Lead upto

80 ft.

Beyond 80

upto 160 ft.

Beyond 160

to 240 ft.

Beyond 240

to 320 ft.

Beyond 320

to 400 ft.

Beyond 400

to 480 ft.

Beyond 480

to 560 ft.

Beyond 56C

to 640 ft.

Male 88.00 85.00 81.00 75.00 71.00 64.00 60.00 57.00

Female 75.00 72.00 69.00 64.00 60.00 54.00 53.00 47.00

Mixed medium hard soi l with Moorum, Kankar, pebbles etc. to be excaveted by pick-axe

Lead upto

80 ft.

Beyond 80

upto 160 ft.

Beyond 160

to 240 ft.

Beyond 240

to 320 ft.

Beyond 320

to 400 ft.

Beyond 400

to 480 ft.

Beyond 480

to 560 ft.

Beyond 56C

to 640 ft.

Male 72.00 68.00 65.00 60.00 57.00 53.00 50.00 46.00

Female 61.00 58.00 57.00 53.00 50.00 46.00 42.00 39.00

Hard Soil / Moorum - Laterite or Rocky soi l to be excavated by p ick-axe ( no blasting required)

Lead upto

80 ft.

Beyond 80

upto 160 ft.

Beyond 160

to 240 ft.

Beyond 240

to 320 ft.

Beyond 320

to 400 ft.

Beyond 400

to 480 ft.

Beyond 480

to 560 ft.

Beyond 56C

to 640 ft.

Male 58.00 54.00 51.00 47.00 44.00 40.00 37.00 35.00

Female 49.00 46.00 43.00 40.00 37.00 34.00 32.00 30.00

107



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