vol12- 5estimate vol. xii

Volume: XII Chapter: 5 Page No: 265

Comprehensive CAT Plan of Satluj River Basin

Chapter 5: Estimates & Cost Models

Per Hac. cost Model for Replinishment/Enrichment planting

Sr. No

Name Area Rate Non Tribal

Tribal

1 Survey and demarcation of plantation and area I/C marking of seditions, path preparation of map. 1 hac 1500 1500.00 1875.00

2 Cutting and preparation of wooden posts 1.8 mtr and 8 to 10 CM dia I/C debarking and fashioning the top 15 cm in conical shape

80 Nos 949.9 759.92 949.90

3 Carriage of fence posts upto 2 mtr long and 8 to 10 cm dia over distance 0.5 KM 80 Nos 499.95 per % per KM 199.98 249.98

4 Preparation and digging of holes 20-30 cm dia & 45 cm deep 80 Nos 665.1 per % 532.08 665.10

5 Fixing of wooden posts I/C strutting 80 Nos 510.45 per % 408.36 510.45

6 Carriage of barbed wire bundles up hill over an overage distance of 1 km 1.36 qtls. 125.10 per qtl per Km.

170.10 212.60

7 Streching and fixing of barbed wire with U-stapple in each strand (4 strand) 960 Rmt. 3.45 per Rmt. 3312.00 4140.00

8 Interlacing of thorny bushes with barbed wire obtained from planting side 240 Rmt. 3.00 per Rmt 0.00 0.00

9 Preparation of inspection path 60 cm wide 35 Rmt. 7.95 per Rmt 278.25 347.81

10 Layout of pits/patches 124.9 124.90 156.13

11 Digging of pits (30x30x30) cm 200 No. 350 per % 700.00 875.00

12 Digging of pits (45x45x45) cm 500 No. 699.9 per % 3499.50 4374.38

13 Filling of pits (30x30x30) cm 200 No. 139.95 per % 279.90 249.88

14 Filling of pits (45x45x45) cm 500 No. 200.50 per % 1002.50 1253.13

15 Carriage of Plants in P/bags from Nursery site over an average distance of 0.5 Km. 700 No. 133.25 per % per Km.

466.38 582.97

16 Planting of entire Plants I/C ramming raised in P/bages 700 No. 160.05 per % 1120.35 1400.44

17 Cost of B/Wire/U-nail 1.36 qtls. 5500 7480.00 9350.00

18 Nursery Cost of P/bags raised Plants 700 No. 5 per plant 3500.00 4375.00

19 100 Trenches (Size 1x.30x.30m) 100 Nos 6.30 per Rm 630.00 787.50

20 Weeding hoeing 1 Hac L/S 2000.00 2500.00

G.Total 27964.22 34855.26

Or Say 27900.00 35000.00



Per Hac. cost Model for Grazing Land

Sr. No

Name Area Rate Non Tribal

Tribal

1 Survey and demarcation of plantation and area I/C marking of seditions path & preparation of map. 1 hac 1500 1500.00 1875.00

2 Cutting and preparation of wooden posts 1.8 mtr and 8 to 10 CM dia I/C debarking and fashioning the top 15 cm in conical shape

60 Nos 949.9 569.94 712.43

3 Carriage of fence posts upto 2 mtr long and 8 to 10 cm dia over distance 0.3 KM 60 Nos 499.95 per % per KM

99.99 124.99

4 Preparation and digging of holes 20-30 cm dia & 45 cm deep 60 Nos 665.1 per % 399.06 498.83

5 Fixing of wooden posts I/C strutting 60 Nos 510.45 per % 306.27 382.84

6 Carriage of barbed wire bundles up hill over an overage distance of 1 km 1.08 qtls.

125.10 per qtl per Km.

135.11 169.00

7 Streching and fixing of barbed wire with U-stapple in 4 strand 720 Rmt.

3.45 per Rmt. 2484.00 3105.00

8 Interlacing of thorny bushes with barbed wire obtained from planting side 240 Rmt.

3.00 per Rmt 720.00 900.00

9 Preparation of inspection path 60 cm wide 35 Rmt.

7.95 per Rmt 278.25 347.81

10 Preparation of gradoni treanchies 30x30 200 Rmt.

9.90 Rmt. 1980.00 2475.00

11 Layout of pits/patches Ha 124.9 124.90 156.13

12 Digging of pits (45x45x45) cm 200 No.

699.90 per % 1399.80 1749.75

13 Filling of pits (45x45x45) cm 200 No.

200.50 per % 401.00 501.25

14 Carriage of Plants in P/bags from Nursery site over an average distance of 0.3 Km. 200 No.

139.95 per % per Km.

93.30 116.63

15 Planting of entire Plants I/C ramming raised in P/bages 200 No.

160.05 per % 320.10 400.13

16 Planting of grass tufts in gradoni structure/treanchies over ridge 2000 No.

2.20 per % 44.00 55.00

17 Cost of B/Wire/U-nail 1.08qtl 5500.00 prt qtl 7480.00 9350.00

18 Nursery Cost of P/bags raised Plants 200 No.

5.00 per plant 1000.00 1250.00

19 Cost of grass tufts 2000 No.

0.80 per % 1600.00 2000.00

20 contingencies 800 1000

G.Total 21735.72 27169.76

Or Say 21700.00 27000.00



LIVE HEDGE ESTIMATE

Item No Unit Quantity Unit Cost

Preparation of furrows for live hedge fencing Rms 1 0.95

Planting of live hedge plant species in furrows Rms 1 8.65

Total 9.6

BRUSHWOOD ESTIMATE

Item No Unit Quantity Unit Cost

Brushwood Check dams Rms 1 31.8

Add 96.08% increase on above i.e. on Rs 31.8 Rms 1 30.55

Total 62.35

Or Say 62



CHECK DAM ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount Say Per

Rm

Check Dam Gabion Providing & laying steel

Gabions or equivalent type of required section

including boxes made of mechanically woven,

double Twisted , hexagonal shaped steel wire

mesh Gabions as per En standards mesh type 10

x 12 as per EN 10223 , edges are to be

mechanically selvedge made of heavily ( Zn+PVC)

coated G.I. wire as per B.S. 443 mesh wire 3 mm

die & edge wire dia 3.9mm dia of maccaferri type

or equivalent type & filled with 20 to 50 kg weight

trap Stones ,including conveying with all leads &

lifts and required placing at required places in

required line , level, slope, section as directed. etc

complete under tidal condition. Gabions of Size -

1.5X1.5M

a) Excavation 1 1 2 0.5 1

1 1 2 0.3 0.6

1.6 198.6 m3 317.76

b) Gabion Structure 1 1 1 1 1

1 1 1.5 0.5 0.75

1 1 2 0.5 1

c) Apron 1 1 2 0.3 0.6

3.35 2900 m3 9715

Total 10032.76 10033



CHECK DAM ESTIMATE


Rm













required line , level, slope, section as directed.

etc complete under tidal condition. Gabions of

Size -2X2.5M

a) Excavation 1 1 2.5 0.5 1.25

1 1 3.5 0.3 1.05

2.3 198.6 m3 456.78


1 1 1.5 1 1.5

1 1 2 0.5 1

1 1 2.5 0.5 1.25

c) Apron 1 1 3.5 0.3 1.05

5.8 2900 m3 16820

Total 17276.78 17277



CHECK DAM ESTIMATE


Rm













required line , level, slope, section as directed.

etc complete under tidal condition. Gabions of

Size - 2.5X3M

a) Excavation 1 1 2.5 0.5 1.25

1 1 3.5 0.3 1.05

2.3 198.6 m3 456.78


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 0.5 1.25

c) Apron 1 1 3.5 0.3 1.05

6.8 2900 m3 19720

Total 20176.78 20177



CHECK DAM ESTIMATE


Rm













required line , level, slope, section as directed. etc

complete under tidal condition.Gabions of Size -

3X4M

a) Excavation 1 1 3 0.5 1.5

1 1 4.5 0.3 1.35

2.85 198.6 m3 566.01


1 1 1.5 1 1.5

1 2 2 1 2

1 1 2.5 1 2.5

1 1 3 0.5 1.5

c) Apron 1 1 4.5 0.3 1.35

9.85 2900 m3 28565

Total 29131.01 29131



RETAINING WALL ESTIMATE


Rm

Check Wall/ Retaining Wall in Gabion Providing &

laying steel Gabions or equivalent type of required

section including boxes made of mechanically

woven, double Twisted , hexagonal shaped steel

wire mesh Gabions as per En standards mesh type

10 x 12 as per EN 10223 , edges are to be



die & edge wire dia 3.9mm dia of maccaferri type or

equivalent type & filled with 20 to 50 kg weight trap

Stones ,including conveying with all leads & lifts

and required placing at required places in required

line , level, slope, section as directed. etc complete

under tidal condition. Gabions of Size - 1.5X1.5M

a) Excavation 1 1 2 0.5 1

1 1 2 0.3 0.6

1.6 198.6 m3 317.76


1 1 1.5 0.5 0.75

1 1 2 0.5 1

c) Apron 1 1 2 0.3 0.6

3.35 2900 m3 9715

Total 10032.76 10033





Rm


laying steel Gabions or equivalent type of

required section including boxes made of

mechanically woven, double Twisted , hexagonal

shaped steel wire mesh Gabions as per En

standards mesh type 10 x 12 as per EN 10223 ,

edges are to be mechanically selvedge made of

heavily ( Zn+PVC) coated G.I. wire as per B.S.

443 mesh wire 3 mm die & edge wire dia 3.9mm

dia of maccaferri type or equivalent type & filled

with 20 to 50 kg weight trap Stones ,including

conveying with all leads & lifts and required

placing at required places in required line , level,

slope, section as directed. etc complete under

tidal condition. Gabions of Size -2X2.5M

a) Excavation 1 1 2.5 0.5 1.25

1 1 3.5 0.3 1.05

2.3 198.6 m3 456.78


1 1 1.5 1 1.5

1 1 2 0.5 1

1 1 2.5 0.5 1.25

c) Apron 1 1 3.5 0.3 1.05

5.8 2900 m3 16820

Total 17276.78 17277





Rm


laying steel Gabions or equivalent type of

required section including boxes made of

mechanically woven, double Twisted , hexagonal

shaped steel wire mesh Gabions as per En

standards mesh type 10 x 12 as per EN 10223 ,

edges are to be mechanically selvedge made of

heavily ( Zn+PVC) coated G.I. wire as per B.S.

443 mesh wire 3 mm die & edge wire dia 3.9mm

dia of maccaferri type or equivalent type & filled

with 20 to 50 kg weight trap Stones ,including

conveying with all leads & lifts and required

placing at required places in required line , level,

slope, section as directed. etc complete under

tidal condition. Gabions of Size - 2.5X3M

a) Excavation 1 1 2.5 0.5 1.25

1 1 3.5 0.3 1.05

2.3 198.6 m3 456.78


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 0.5 1.25

c) Apron 1 1 3.5 0.3 1.05

6.8 2900 m3 19720

Total 20176.78 20177





Rm


laying steel Gabions or equivalent type of required

section including boxes made of mechanically

woven, double Twisted , hexagonal shaped steel

wire mesh Gabions as per En standards mesh type

10 x 12 as per EN 10223 , edges are to be



die & edge wire dia 3.9mm dia of maccaferri type or

equivalent type & filled with 20 to 50 kg weight trap

Stones ,including conveying with all leads & lifts

and required placing at required places in required

line , level, slope, section as directed. etc complete

under tidal condition. Gabions of Size - 3X4M


1 1 4.5 0.3 1.35

2.85 198.6 m3 566.01


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 1 2.5

1 1 3 0.5 1.5

c) Apron 1 1 4.5 0.3 1.35

9.85 2900 m3 28565

Total 29131.01 29131



SPUR ESTIMATE


Rm

Deflecting Spur Gabions of Size – 1.5X2M

a) Excavation 1 1 2 1 2

1 1 3 0.3 0.9

2.9 198.6 m3 575.94


1 1 1.5 1 1.5

1 1 2 1 2

c) Apron 1 1 3 0.3 0.9

5.4 2900 m3 15660

Total 16235.94 16236



SPUR ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount

Say Per

Rm

Gabions of Size – 2X3.5M


1 1 4 0.3 1.2

4.2 198.6 m3 834.12


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 0.5 1.25

1 1 3 1 3

c) Apron 1 1 4 0.3 1.2

9.95 2900 m3 28855

Total 29689.12 29689



SPUR ESTIMATE


Rm

Deflecting Spur Gabions of Size – 2X3M 1 1 2.5 1 2.5


3.7 198.6 m3 734.82


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 1 2.5

c) Apron 1 1 4 0.3 1.2

8.2 2900 m3 23780

Total 24514.82 24515



DROP STRUCTURE ESTIMATE


Rm

Drop Structure Gabion Gabions of Size – 3X4M


1 1 5 0.5 2.5

5.5 198.6 m3 1092.3


d) Apron 1 1 5 0.5 2.5

17.5 2900 m3 50750

Total 51842.3 51842





Rm



1 1 5 0.5 2.5

5.5 198.6 m3 1092.3


d) Apron 1 1 5 0.5 2.5

17.5 2900 m3 50750

Total 51842.3 51842



SILT DETENTION DAMS ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount Say

Per Rm

Silt Detention Dams in Gabion Gabions of

Size - 2X3M

a) Excavation 1 1 2.5 0.5 1.25

1 1 3.5 0.3 1.05

2.3 198.6 m3 456.78


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 0.5 1.25

c) Apron 1 1 3.5 0.3 1.05

6.8 2900 m3 19720

Total 20176.78 20177



SILT DETENTION DAMS ESTIMATE


Rm

Silt Detention Dams in Gabion Gabions of

Size - 3X4M


1 1 4.5 0.3 1.35

2.85 198.6 m3 566.01


1 1 1.5 1 1.5

1 1 2 1 2

1 1 2.5 1 2.5

1 1 3 0.5 1.5

c) Apron 1 1 4.5 0.3 1.35

9.85 2900 m3 28565

Total 29131.01 29131



WATER HARVESTING STRUCTURE ESTIMATE


Rm

Water Harvesting Structure Gabions of Size - 2X4M


1 1 2 0.5 1

7 198.6 m3 1390.2


2 1 1.5 1 3

2 1 2 1 4

2 1 2.5 1 5

2 1 3 1 6

c) Apron 1 1 2 0.5 1

21 2900 m3 60900

Total 62290.2 62290




Item No No Length Breadth Depth Quantity Rate Unit Amount Say Per Rm



1 1 3 0.5 1.5

7.5 198.6 m3 1489.5


2 1 1.5 1 3

2 1 2 1 4

2 1 2.5 1 5

2 1 3 1 6

c) Apron 1 1 3 0.5 1.5

21.5 2900 m3 62350

Total 63839.5 63840





Per Rm

Water Harvesting Structure Gabions of Size -

3X5M

a) Excavation 2 1 3.5 1 7

1 1 3 0.5 1.5

8.5 198.6 m3 1688.1


2 1 1.5 1 3

2 1 2 1 4

2 1 2.5 1 5

2 1 3 1 6

2 1 3.5 1 7

c) Apron 1 1 3 0.5 1.5

28.5 2900 m3 82650

Total 84338.1 84338





Rm

Water Harvesting Structure Gabions of Size -

4X5M

a) Excavation 2 1 3.5 1 7

1 1 4 0.5 2

9 198.6 m3 1787.4


2 1 1.5 1 3

2 1 2 1 4

2 1 2.5 1 5

2 1 3 1 6

2 1 3.5 1 7

c) Apron 1 1 4 0.5 2

29 2900 m3 84100

Total 85887.4 85887





Per Rm



1 1 4 0.5 2

10 198.6 m3 1986


2 1 1.5 1 3

2 1 2 1 4

2 1 2.5 1 5

2 1 3 1 6

2 1 3.5 1 7

2 1 4 1 8

c) Apron 1 1 4 0.5 2

37 2900 m3 107300

Total 109286 109286





Rm



1 1 4 0.5 2

5 198.6 m3 993


d) Apron 1 1 4 0.5 2

14 2900 m3 40600

Total 41593 41593



Spill Way in Gabion ESTIMATE


Rm

Spill Way in Gabion Gabions of Size – 5X3M

a) Excavation 2 1 2.5 1 5.00

1 1 5 0.5 2.50

7.50 198.6 m3 993

b) Gabion Structure 2 1 1 1 2.00

2 1 1.5 1 3.00

2 1 2 1 4.00

2 1 2.5 1 5.00

d) Apron 1 1 5 0.5 2.50

16.50 2900 m3 47850.00

Total 49339.50 49340



Toe Wall Gabion ESTIMATE


Rm

Toe Wall Gabion Gabions of Size – 4X6M

a) Excavation 1 1 4 1 4.00

1 1 5 0.3 1.50

5.50 198.6 m3 993

b) Gabion Structure 1 1 1 1 1.00

1 1 1.5 1 1.50

1 1 2 1 2.00

1 1 2.5 1 2.50

1 1 3 1 3.00

1 1 4 1 4.00

d) Apron 1 1 5 0.3 1.50

15.50 2900 m3 44950.00

Total 46042.30 46042.00

vol12- 5estimate vol. xii

Documents

preparation of wooden

carriage of barbed wire

wooden posts ic

area ic

preparation of inspection

dia ic debarking

carriage of plants

carriage of fence posts