5Estimate Vol. VI

Volume: VI Chapter: 5 Page No: 200

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 â€“ 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


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 â€“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


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 â€“ 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


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 â€“ 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


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 â€“ 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







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 â€“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 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 â€“ 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 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 â€“ 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

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


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 â€“ 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


Per Rm Silt Detention Dams in Gabion Gabions of Size â€“ 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


Water Harvesting Structure Gabions of Size â€“ 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







Water Harvesting Structure Gabions of Size â€“ 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







Water Harvesting Structure Gabions of Size â€“ 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







Water Harvesting Structure Gabions of Size â€“ 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







Per Rm Water Harvesting Structure Gabions of Size â€“ 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







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



Documents

5Estimate Vol. VI