5Estimate Vol. VI
-
Upload
shilpa-gupta -
Category
Documents
-
view
222 -
download
0
description
Transcript of 5Estimate Vol. VI
![Page 1: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/1.jpg)
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
![Page 2: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/2.jpg)
Volume: VI Chapter: 5 Page No: 201
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/3.jpg)
Volume: VI Chapter: 5 Page No: 202
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/4.jpg)
Volume: VI Chapter: 5 Page No: 203
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/5.jpg)
Volume: VI Chapter: 5 Page No: 204
Comprehensive CAT Plan of Satluj River Basin
![Page 6: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/6.jpg)
Volume: VI Chapter: 5 Page No: 205
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/7.jpg)
Volume: VI Chapter: 5 Page No: 206
Comprehensive CAT Plan of Satluj River Basin
![Page 8: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/8.jpg)
Volume: VI Chapter: 5 Page No: 207
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/9.jpg)
Volume: VI Chapter: 5 Page No: 208
Comprehensive CAT Plan of Satluj River Basin
![Page 10: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/10.jpg)
Volume: VI Chapter: 5 Page No: 209
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/11.jpg)
Volume: VI Chapter: 5 Page No: 210
Comprehensive CAT Plan of Satluj River Basin
![Page 12: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/12.jpg)
Volume: VI Chapter: 5 Page No: 211
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/13.jpg)
Volume: VI Chapter: 5 Page No: 212
Comprehensive CAT Plan of Satluj River Basin
![Page 14: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/14.jpg)
Volume: VI Chapter: 5 Page No: 213
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/15.jpg)
Volume: VI Chapter: 5 Page No: 214
Comprehensive CAT Plan of Satluj River Basin
![Page 16: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/16.jpg)
Volume: VI Chapter: 5 Page No: 215
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/17.jpg)
Volume: VI Chapter: 5 Page No: 216
Comprehensive CAT Plan of Satluj River Basin
![Page 18: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/18.jpg)
Volume: VI Chapter: 5 Page No: 217
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/19.jpg)
Volume: VI Chapter: 5 Page No: 218
Comprehensive CAT Plan of Satluj River Basin
![Page 20: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/20.jpg)
Volume: VI Chapter: 5 Page No: 219
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/21.jpg)
Volume: VI Chapter: 5 Page No: 220
Comprehensive CAT Plan of Satluj River Basin
![Page 22: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/22.jpg)
Volume: VI Chapter: 5 Page No: 221
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/23.jpg)
Volume: VI Chapter: 5 Page No: 222
Comprehensive CAT Plan of Satluj River Basin
![Page 24: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/24.jpg)
Volume: VI Chapter: 5 Page No: 223
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/25.jpg)
Volume: VI Chapter: 5 Page No: 224
Comprehensive CAT Plan of Satluj River Basin
![Page 26: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/26.jpg)
Volume: VI Chapter: 5 Page No: 225
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/27.jpg)
Volume: VI Chapter: 5 Page No: 226
Comprehensive CAT Plan of Satluj River Basin
![Page 28: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/28.jpg)
Volume: VI Chapter: 5 Page No: 227
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/29.jpg)
Volume: VI Chapter: 5 Page No: 228
Comprehensive CAT Plan of Satluj River Basin
![Page 30: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/30.jpg)
Volume: VI Chapter: 5 Page No: 229
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/31.jpg)
Volume: VI Chapter: 5 Page No: 230
Comprehensive CAT Plan of Satluj River Basin
![Page 32: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/32.jpg)
Volume: VI Chapter: 5 Page No: 231
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/33.jpg)
Volume: VI Chapter: 5 Page No: 232
Comprehensive CAT Plan of Satluj River Basin
![Page 34: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/34.jpg)
Volume: VI Chapter: 5 Page No: 233
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/35.jpg)
Volume: VI Chapter: 5 Page No: 234
Comprehensive CAT Plan of Satluj River Basin
![Page 36: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/36.jpg)
Volume: VI Chapter: 5 Page No: 235
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/37.jpg)
Volume: VI Chapter: 5 Page No: 236
Comprehensive CAT Plan of Satluj River Basin
![Page 38: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/38.jpg)
Volume: VI Chapter: 5 Page No: 237
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/39.jpg)
Volume: VI Chapter: 5 Page No: 238
Comprehensive CAT Plan of Satluj River Basin
![Page 40: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/40.jpg)
Volume: VI Chapter: 5 Page No: 239
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
![Page 41: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/41.jpg)
Volume: VI Chapter: 5 Page No: 240
Comprehensive CAT Plan of Satluj River Basin
![Page 42: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/42.jpg)
Volume: VI Chapter: 5 Page No: 241
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/43.jpg)
Volume: VI Chapter: 5 Page No: 242
Comprehensive CAT Plan of Satluj River Basin
![Page 44: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/44.jpg)
Volume: VI Chapter: 5 Page No: 243
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/45.jpg)
Volume: VI Chapter: 5 Page No: 244
Comprehensive CAT Plan of Satluj River Basin
![Page 46: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/46.jpg)
Volume: VI Chapter: 5 Page No: 245
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/47.jpg)
Volume: VI Chapter: 5 Page No: 246
Comprehensive CAT Plan of Satluj River Basin
![Page 48: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/48.jpg)
Volume: VI Chapter: 5 Page No: 247
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: 5Estimate Vol. VI](https://reader031.fdocuments.us/reader031/viewer/2022020221/568c4d901a28ab4916a46fa1/html5/thumbnails/49.jpg)
Volume: VI Chapter: 5 Page No: 248
Comprehensive CAT Plan of Satluj River Basin