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Volume: X Chapter: 5 Page No: 179 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
Transcript
Page 1: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 179

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

Page 2: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 180

Comprehensive CAT Plan of Satluj River Basin

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

Page 3: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 181

Comprehensive CAT Plan of Satluj River Basin

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

Page 4: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 182

Comprehensive CAT Plan of Satluj River Basin

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

Page 5: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 183

Comprehensive CAT Plan of Satluj River Basin

Page 6: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 184

Comprehensive CAT Plan of Satluj River Basin

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 -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

b) Gabion Structure 1 1 1 1 1

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

Page 7: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 185

Comprehensive CAT Plan of Satluj River Basin

Page 8: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 186

Comprehensive CAT Plan of Satluj River Basin

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-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

b) Gabion Structure 1 1 1 1 1

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

Page 9: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 187

Comprehensive CAT Plan of Satluj River Basin

Page 10: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 188

Comprehensive CAT Plan of Satluj River Basin

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 -

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

b) Gabion Structure 1 1 1 1 1

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

Page 11: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 189

Comprehensive CAT Plan of Satluj River Basin

Page 12: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 190

Comprehensive CAT Plan of Satluj River Basin

RETAINING WALL ESTIMATE

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

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

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

Page 13: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 191

Comprehensive CAT Plan of Satluj River Basin

Page 14: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 192

Comprehensive CAT Plan of Satluj River Basin

RETAINING WALL ESTIMATE

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

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 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

b) Gabion Structure 1 1 1 1 1

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

Page 15: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 193

Comprehensive CAT Plan of Satluj River Basin

Page 16: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 194

Comprehensive CAT Plan of Satluj River Basin

RETAINING WALL ESTIMATE

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

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 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

b) Gabion Structure 1 1 1 1 1

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

Page 17: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 195

Comprehensive CAT Plan of Satluj River Basin

Page 18: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 196

Comprehensive CAT Plan of Satluj River Basin

RETAINING WALL ESTIMATE

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

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

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 - 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

b) Gabion Structure 1 1 1 1 1

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

Page 19: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 197

Comprehensive CAT Plan of Satluj River Basin

Page 20: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 198

Comprehensive CAT Plan of Satluj River Basin

SPUR ESTIMATE

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

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

b) Gabion Structure 1 1 1 1 1

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

Page 21: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 199

Comprehensive CAT Plan of Satluj River Basin

Page 22: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 200

Comprehensive CAT Plan of Satluj River Basin

SPUR ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount

Say Per

Rm

Gabions of Size – 2X3.5M

a) Excavation 1 1 3 1 3

1 1 4 0.3 1.2

4.2 198.6 m3 834.12

b) Gabion Structure 1 1 1 1 1

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

Page 23: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 201

Comprehensive CAT Plan of Satluj River Basin

Page 24: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 202

Comprehensive CAT Plan of Satluj River Basin

SPUR ESTIMATE

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

Rm

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

a) Excavation 1 1 4 0.3 1.2

3.7 198.6 m3 734.82

b) Gabion Structure 1 1 1 1 1

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

Page 25: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 203

Comprehensive CAT Plan of Satluj River Basin

Page 26: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 204

Comprehensive CAT Plan of Satluj River Basin

DROP STRUCTURE ESTIMATE

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

Rm

Drop Structure Gabion Gabions of Size – 3X4M

a) Excavation 1 1 3 1 3

1 1 5 0.5 2.5

5.5 198.6 m3 1092.3

b) Gabion Structure 5 1 3 1 15

d) Apron 1 1 5 0.5 2.5

17.5 2900 m3 50750

Total 51842.3 51842

Page 27: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 205

Comprehensive CAT Plan of Satluj River Basin

Page 28: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 206

Comprehensive CAT Plan of Satluj River Basin

DROP STRUCTURE ESTIMATE

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

Rm

Drop Structure Gabion Gabions of Size – 4X5M

a) Excavation 1 1 3 1 3

1 1 5 0.5 2.5

5.5 198.6 m3 1092.3

b) Gabion Structure 5 1 3 1 15

d) Apron 1 1 5 0.5 2.5

17.5 2900 m3 50750

Total 51842.3 51842

Page 29: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 207

Comprehensive CAT Plan of Satluj River Basin

Page 30: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 208

Comprehensive CAT Plan of Satluj River Basin

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

b) Gabion Structure 1 1 1 1 1

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

Page 31: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 209

Comprehensive CAT Plan of Satluj River Basin

Page 32: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 210

Comprehensive CAT Plan of Satluj River Basin

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 - 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

b) Gabion Structure 1 1 1 1 1

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

Page 33: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 211

Comprehensive CAT Plan of Satluj River Basin

Page 34: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 212

Comprehensive CAT Plan of Satluj River Basin

WATER HARVESTING STRUCTURE ESTIMATE

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

Rm

Water Harvesting Structure Gabions of Size - 2X4M

a) Excavation 2 1 3 1 6

1 1 2 0.5 1

7 198.6 m3 1390.2

b) Gabion Structure 2 1 1 1 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

Page 35: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 213

Comprehensive CAT Plan of Satluj River Basin

Page 36: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 214

Comprehensive CAT Plan of Satluj River Basin

WATER HARVESTING STRUCTURE ESTIMATE

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

Water Harvesting Structure Gabions of Size - 3X4M

a) Excavation 2 1 3 1 6

1 1 3 0.5 1.5

7.5 198.6 m3 1489.5

b) Gabion Structure 2 1 1 1 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 3 0.5 1.5

21.5 2900 m3 62350

Total 63839.5 63840

Page 37: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 215

Comprehensive CAT Plan of Satluj River Basin

Page 38: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 216

Comprehensive CAT Plan of Satluj River Basin

WATER HARVESTING STRUCTURE ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount Say 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

b) Gabion Structure 2 1 1 1 2

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

Page 39: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 217

Comprehensive CAT Plan of Satluj River Basin

Page 40: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 218

Comprehensive CAT Plan of Satluj River Basin

WATER HARVESTING STRUCTURE ESTIMATE

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

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

b) Gabion Structure 2 1 1 1 2

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

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Volume: X Chapter: 5 Page No: 219

Comprehensive CAT Plan of Satluj River Basin

Page 42: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 220

Comprehensive CAT Plan of Satluj River Basin

WATER HARVESTING STRUCTURE ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount Say

Per Rm

Water Harvesting Structure Gabions of Size - 4X6M

a) Excavation 2 1 4 1 8

1 1 4 0.5 2

10 198.6 m3 1986

b) Gabion Structure 2 1 1 1 2

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

Page 43: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 221

Comprehensive CAT Plan of Satluj River Basin

Page 44: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 222

Comprehensive CAT Plan of Satluj River Basin

DROP STRUCTURE ESTIMATE

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

Rm

Drop Structure Gabion Gabions of Size – 3X3M

a) Excavation 1 1 3 1 3

1 1 4 0.5 2

5 198.6 m3 993

b) Gabion Structure 4 1 3 1 12

d) Apron 1 1 4 0.5 2

14 2900 m3 40600

Total 41593 41593

Page 45: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 223

Comprehensive CAT Plan of Satluj River Basin

Page 46: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 224

Comprehensive CAT Plan of Satluj River Basin

Spill Way in Gabion ESTIMATE

Item No No Length Breadth Depth Quantity Rate Unit Amount Say

Per 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

Page 47: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 225

Comprehensive CAT Plan of Satluj River Basin

Page 48: Vol 10 : Estimate

Volume: X Chapter: 5 Page No: 226

Comprehensive CAT Plan of Satluj River Basin

Toe Wall Gabion ESTIMATE

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

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

Page 49: Vol 10 : Estimate

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Comprehensive CAT Plan of Satluj River Basin


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