Volume: II
REPORT ON COMPREHENSIVE CATCHMENT AREA TREATMENT PLAN FOR SATLUJ RIVER BASIN IN HIMACHAL PRADESH
Volume II : Landslides-Descriptions and Mitigation with Estimates
Section
Content
Page No
1
Introduction
1-6
2
Endangering landslides
7-74
3
Landslides-Descriptions and Mitigation with costing
75-175
4
Landslides estimates
176-212
1
Nala With Heavy Debris Flow
213-251
2
Costing
252-253
5
Chapter
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1 Page No:
1
Section 1: Introduction Disasters in Context of Himachal Pradesh*1: Geologically the Himalayas are considered to be the youngest mountain chain in the world and are still in the building phase. Himalayas were formed about 45 million years ago, when the Indian Plate collided with Eurasian Plate at the rate of 15cm per year. The Indian Plate is still moving northwards today into the Eurasian Plate at the rate of about 2cm per year. As a result of this the Himalayas are rising at the rate of about 5mm per year. This means that the Himalayas are still geologically active. When two plates move sideways against each other (at transform plate boundary), there is tremendous friction, which makes the movement jerky. The plates slip, then stick, as the friction and pressure build up to incredible levels. When the pressure is released suddenly, and the plates jerk apart, the result is an occurrence of an earthquake. For this reason, earthquakes are frequent in the entire Himalayan region. The state of Himachal Pradesh is in the Northwestern Himalayas. It is environmentally fragile and ecologically vulnerable. Natural hazards are a matter of immediate concern to the state of Himachal Pradesh as every year the state experiences the fury of nature in various forms-like earthquakes, cloudburst, flash floods, landslides, snow avalanches droughts etc. The fragile ecology of the mountain state coupled with large variations in physio-climatic conditions has rendered it vulnerable to the vagaries of nature. The incidence of cloudbursts in the last few years is indicative of greater impending disasters ito come in future. landslides and snow avalanches continue to inflict widespread harm and damage to human life as well as property. The roads that are the state’s lifeline are repeatedly damaged, blocked or washed away by one or other acts of nature. The state as a whole is vulnerable to different kinds of disasters, natural as well as manmade in nature. The major natural disasters or hazards which the state has experienced over the years are as follows: Earthquakes Flash floods Avalanches
Landslides Cloud bursts Hailstorms/Droughts
EARTHQUAKES Himachal Pradesh is in very sensitive seismic zones. It falls in zone V and IV as per the Seismic Zoning Map of India. ( Ref : IS: 1893-1984 Fourth Revision. Earlier there were five seismic zones which have been further narrowed to four zones now. According to the Foreword to the seismic code IS: 1983-1984, the general basis of zoning is as follows:
Zone V:
Zone IV: Zone III: Zone II:
1
Covers the areas liable to seismic intensity IX and above on Modified Mercalli Intensity Scale. This is the most severe seismic zone and is referred to as the Very High Damage Risk Zone. Gives the area liable to MM VIII. This zone is second in severity to zone V. This is referred to as the High Damage Risk Zone. The associated intensity is MM VII. This is termed the Moderate Damage Risk Zone. The probable intensity is MM VI. This zone is referred to as the Low Damage Risk Zone.
Natural Disasters and Climate Change - Himachal SoE Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1 Page No:
2
From the perusal of seismic zoning map of Himachal Pradesh (Fig.II) it is seen that 32 % of the total geographical area is prone to the severest seismic risks as it falls into the Very High Damage Risk Zone V. It was subjected in 1905 to one of the most giant earthquakes of the recorded seismic history of India having a magnitude of 8.0 on the openended Richter Scale in which 20,000 people lost their lives, the towns of Kangra and Dharamshala were razed to the ground and no government functionary was left alive to report the happening to the higher authorities. It shook an area of more than 416000 km2 in and around the present Himachal Pradesh. A maximum Intensity X on Rossiforel Scale was observed in the epicentral area which, when interpreted on the new current Modified Mercalli Scale, would be between X and XI. There have been 250 earthquakes of magnitude 4.0 and more including more than sixty earthquakes with magnitude 5.0 or more, which rocked the state of H.P. and adjoining areas of J&K and Uttranchal Pradesh in the last 90 years. The Kinnaur earthquake of January 19, 1975 (M=6.7) and the Dharamshala earthquake of April 26,1986 (M=5.7) are well recorded in respect of damages caused and loses incurred. A list of earthquakes of M=4.0 or more is given in Table II which had their epicenters either within or close to the state boundary. Earthquakes having magnitude 4 or more on the Richter Scale in Himachal Pradesh during the last 200 years. S.No
Year
Month
1
1809
2
Day
Magnitude
Coordinates
Tentative location
-
5.5
1827
9
5.5
3
1856
4
7
5
4
1858
8
11
5
30042’00” 780 30’00” 32030’00” 76000’00” 31000’00” 77000’00” 3107’12” 77010’12”
5 6
1865 1905
4 4
11 4
— 8
7
1906
2
8
1930
5
9
1940
4
10
1945
6
11
1947
7
12
1950
8
13
1951
9
14
1962
9
15
1965
2
16
1967
9
17
1968
5
18
1969
1
19
1970
3
Near Labrang (Distt.Kinnaur) Near Dalhousie (Distt. Chamba) Near Ranhog (Distt.Solan) Shimla (Distt.Shimla) Shimla region Karari Dal (Distt.Kangra) Near Karshing (Distt.Kullu) Shila Kiepr (Distt. Mandi) Near kali Hatti Distt. Shimla Minu (Distt. Chamba) Minu (Distt. Chamba ) Minu (Distt. Chamba) East of Dhan Kanda (Distt. Chamba) Near Dehra Gopipur (Distt.Kangra) Near Bara Banghal, (Distt. kangra) Near Rajpura, (Distt. Chamba) Near Atrori, (Distt. Chamba) Near Trilokpur, (Distt. Kangra) Near Sani, (Distt. Chamba)
32018’00” 76015’00” 28 7 32000’00” 770 00’00” 11 5.5 31042’00” 77000’00” 7 — 31 05 77 00 22 6.5 32036’00” 75054’00” 10 6.2 32036’00” 75054’00” 12 5.5 32036’00” 75054’00” 22 6.4 32 36 76 30 15 5.5 31054’00” 76012’00” 21 4.5 32 14 76 54 20 — 32 36 76 06 11 4.9 32 22 76 22 23 4 32 14 76 03 5 4.9 32 24 76 29 Comprehensive CAT Plan of Satluj River Basin
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20
1972
1
29
4.7
21
1973
12
16
4.9
22
1974
11
16
4.8
23
1975
10
30
5.2
24
1975
12
11
5.1
25
1975
12
10
5
26
1975
1
19
6.7
27
1975
2
2
5.1
28
1975
7
19
5.1
29
1975
7
29
5.5
30
1975
2
10
5.3
31
1975
2
11
5
32
1976
1
7
5.3
33
1976
1
9
4.7
34
1976
2
5
5
35
1976
4
10
4.5
36
1976
4
16
4
37
1976
7
6
5.1
38
1976
9
8
5.3
39
1977
2
19
5.4
40
1977
3
27
5.1
41
1978
6
14
5
42
1979
1
19
4.1
43
1980
5
29
4.2
44
1980
9
4
4
45
1980
11
26
4
46
1981
2
14
4
47
1981
6
19
4.5
32 75 32 76 32 76 32 76 32
51 54 17 01 50 08 54 00 50
76 58 32 49 76 11 31056’24” 78031’48” 32033’36” 78053’00” 31057’00” 78035’24” 32034’12” 78029’24” 32057’00” 76006’ 00” 33000’00” 76010’12” 32058’12” 7607’12” 32 59 76 01 31014’24” 77001’48” 32 43 76 30 32 52 76 00 32026’24” 78021’00” 32014’08” 78045’36” 31048’00” 78025’48” 32040’12” 78039’36” 32014’24” 76036’36” 32 76 31 76 32 76 32 76 32 76 32
22 28 33 33 00 54 29 24 35 37 43
Comprehensive CAT Plan of Satluj River Basin
3
Near Mordhu, (Distt. Chamba) Tissa, (Distt. Chamba) Near Bhujara, (Distt. Chamba) Near Jankar, (Sumdo, Lahaul Spiti) Near Chhajaut, (Distt. Chamba) Distt. Kinnaur Indo China Border Near Chnago (Distt. Kinnaur) Near Kanum (Distt. Kinnaur) Near Janu Pass (Distt. Chamba) Near Sathrundi (Distt. Chamba) Dunchili Gad (Distt. Chamba) Along J&K Border Near Chebri (Distt. Shimla) Near Balthal Got, (Distt. Chamba) Near makkan, (Distt. Chamba) Near Raksham (Distt. Kinnaur) Near Baspa origin (Distt. Kinnaur) Near Rangbar Thachang (Distt. Kinnaur) Lenchichi (Distt. Kinnaur) Near SinghauPass, along Kangra Border (Distt. Chamba) Near Chandota Pass, (Distt. Chamba)
Near Pajaund, (Distt. Mandi) Near Khaddar, (Distt. Chamba) Near Bara Kanda, (Distt. Chamba) Near Lohari,
&
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48
1981
6
13
5
49
1981
5
28
5.2
50
1982
5
18
4
51
1983
2
27
5.3
52
1983
4
13
4
53
1985
3
11
4.8
54
1985
12
29
4.9
55
1986
4
26
5.5
76 00 31049’12” 78027’36” 31049’48” 78025’48” 32 25 76 24 32036’00” 78034’12” 32 46 76 14 31 15 77 00 32 37 76 06 32019’00” 76024’00”
56
1987
6
10
4.7
57
1987
12
26
4.3
58
1991
6
23
4.6
59
1992
1
26
4.5
60
1992
2
13
4.5
61
1992
9
6
4.6
62
1996
5
9
4
63
1996
5
23
4.2
64
1996
7
14
4.1
65
1996
9
14
4.6
66
1997
7
29
4.7
67
1997
8
13
4.2
68
1998
10
17
4.5
69
1999
5
30
4.9
70
1999
1
8
4.2
71
1999
5
30
4.9
72
1999
1
8
4.1
72
2000
4
28
4.1
73
2000
8
28
4.5
31 76 32 76 32 76 32 76 32 76 32 76 32 76 32 76 32 76 32 76
55 26 07 41 18 42 16 24 37 30 25 20 50 19 42 29 37 31 49 22
31 76 31 76 32 76 31 78 31 77 31 78 31 77 31 78 32 78
33 48 12 41 12 32 48 54 26 18 48 54 22 17 30 15 01 18
36 36 24 00 36 36 48 24 36 00 48 00
Comprehensive CAT Plan of Satluj River Basin
4
(Distt. Chamba) Nalpaya Thach (Distt. Kinnaur) Barling (Distt. Kinnaur) Near Chagrauta, (Distt. Chamba) Khadi Thach (Distt. Kinnaur) Near Tikkri Khas, (Distt. Chamba) Near Malaun, (Distt. Shimla) Near Theru, (Distt. Chamba) Near Nag Dal (Boundary of Distt.Chamba & Kangra) Near Daton, (Distt. Chamba) Near Dewal Khas, (Distt. Kangra) Near Gataunda, (Distt. Shimla) Near Bhagsu Nath, (Distt. Kangra) East of Dhan Kanda, (Distt. Chamba) Near Darkund, (Distt. Chamba) Near Kuntka Matha, (Distt. Chamba) Near East of Kagal Dhar(Distt. Chamba) Near East of Dhan Kanda(Dist.Chamba) Near Kala Ka Bhandar, (Distt. Chamba) Near Baldwara, (Distt. Mandi) Near Jajjar, (Distt. Solan) Near Kandha, (Distt. Kangra) Near Miyang Lung, (Distt. Kinnaur) Near Mehog, (Distt. Mandi) Near Miyang Lung, (Distt. Kinnaur) Near Karsog, (Distt. Mandi) Near mehbar, (Distt. kinnaur)
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2000
9
26
4
75
2000
6
17
4.3
76
2001
6
17
4.2
77
2001
1
22
4
78
2001
2
23
4
79
2001
9
18
5.1
80
2001
14
4.7
81
2001
23
4.6
82
2002
1
27
5.1
83
2002
3
17
4.1
84
2002
2
17
4.1
30 75 31 78 32 78 31 77 30 78 33 75 32 76 33 75 33 75 32 75 33 75
55 39 48 27 42 26 04 55 55 00 13 36 31 06 07 40 06 49 46 55 06 40
12 00 00 00 36 24 12 48 48 00 12 36 12 00 12 12 36 48 48 48 00 48
5
Near Nalpaya, (Distt. Kinnaur)
Along Uttranchal Border Along Uttranchal Border
Near Pundla, (Distt. Chamba)
It is also seen that according to the seismic zoning map of the state, five districts, namely Chamba, (53.2%) Hamirpur(90.9%),Kangra (98.6%),Kullu (53.1%) and Mandi (97.4%) have 53 to 98.6 percent of their area liable to the severest designed Intensity of MSK IX or more, the remaining area of these districts being liable to the next severe Intensity VIII. Two districts, Bilaspur (25.3%) and Una (37.0%) also have a substantial area in MSK IX and the rest in MSK VIII. The remaining districts Shimla, Lahaul & Spiti, Sirmour,Kinnaur and Solan are liable to Intensity VIII. As a whole nearly 31.94 % of the total geographical area of the state falls in the high seismic risk zone.* The Satluj flows from the high-elevation arid parts of the eastern Himalayan ranges. This is the region of the mountain desert. This orographic rainfall barrier at about 3000 m changes abruptly into very humid sectors further downstream with mean annual precipitation of 3 m. This significant increase in precipitation is also reflected by amplification in sediment flux, hill slope processes, and vegetation cover. The climatic transition zone, bounded to the east by the orographic rainfall threshold barrier, is characterized by pronounced geomorphic changes, such as a decrease in river sinuosity, steepening channel gradients and hill slopes over a short distance of a few kilometers. Landslides are a frequent occurrence in Satluj River Basin due to high slope instability, weak geology, seismic activity, deforestation, faulty land use and unplanned construction. The mass of earth, which roles down or slips down the slopes becomes loose and is fast eroded by the rain. During field survey, at several locations it was also noted that irrigated orchards on terraced uplands having rocky sub-stratum generally have saturated soil profile. The sub-surface flow moves down the slope and saturates the soil mass located on steep slopes below the orchards. This saturation not only increases the weight of the soil mass but also reduces soil strength upon wetting. This phenomenon becomes the cause of landslides. Numerous landslide deposits dammed the Sutlej River and its tributaries in the past and acted as sediment traps storing large quantities of sediment. 2 Thus the Himachal Pradesh faces a gigantic problem of soil erosion and loss of water. The hydro electric projects mentioned above may suffer serious damages by the huge amount of silt 2
Bookhagen, B.; Thiede, R. C.; Strecker, M. R. , 3. Mass Movements, Erosion Patterns and Sediment Transport along the Sutlej River (NW-Himalaya)
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coming into their turbines and forcing closure for long periods during the peak generating hours. The silt though directly affects the hydel projects but indirectly causes many uncountable damages to electricity generation, financial loss, losses to electricity user and so on. Apart from these, silt load harms the farming lands during monsoon damages agriculture to the extent that people shift their occupation due to huge losses. The anthropogenic aspects, geology, soil type, rains and snow are main reasons for landslides in this region. They cause severe landslides resulting in endangering human life, loss to biodiversity as well as to infrastructure such as roads and such other development. These issues can only be handled if we have clear knowledge of the catchments of the river Satluj and catchments of its tributaries.
NERIL’s Approach NERIL has conducted field survey in all the MWs and Sub-Catchments for primary data collection. Each and every landslip/ landslide in all the MWs and Sub-Catchments has been visited and details like dimensions, soil type, degree of slope, damage done, reason for occurrence, suggested measures, GPS location, photograph etc. are recorded in Table 9 of checklist. In addition to it all the major landslides were further visited by experts and civil engineers for verification. The treatment measures include bioengineering and civil engineering for mitigation. Since bio-engineering treats only surface erosion therefore civil engineering structures have been suggested to retain that surface. In the last few years engineering technologies have evolved to provide solutions for debris flow, landslides, land slips and so on. Section 2 of this volume provides a compilation of all the endangering landslides which need urgent engineering intervention. These details are repeated in the respective subcatchment volumes also. Section 3 of this volume contains landslide/ landslip description and mitigation with costing and section 4 contains estimates of landslide/ landslip.
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Volume: II Section: 1I Page No:
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Section 2: Introduction Site Details Location Stretch Details
Bajir bawadi
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Rockfall , Soil slope with erosion, and road subsidence [째] Above the road 60 Below the road
45째
[m]
100 m
[m] Above the road
100
Below the road Yes(Little)
75 Debris type(soil/ boulders)
Comprehensive CAT Plan of Satluj River Basin
Soil and small sized rocks
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Approach to top portion of Slope Distance required at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Yes / No
Yes
[m]
4
Soil/ Rock/Rock with Soil cover
Rock with soil cover
[m]
<1.0 m Yes
No
Yes
No
8
Proposed Solution Problem The slope in this area is of rock above the road and below the road the slope is made of soil. The rock slope has been eroded at some stretches leading to rockfall. The soil slope is posing a problem of stability and surface erosion. Also some parts of the stretch has the problem of road sudsidence. The toe of the slope is subjected to erosion by the river at the bottom of the slope
To take account of the stability and erosion of the slopes below the road level, gabions walls and Bio Mat (erosion control mat) along with DT Mesh is proposed to be laid on the slope surface. A toe wall made of gabion can be constructed at the bottom of the slope to prevent any toe erosion or encroachment leading to the failure of the slope, which also helps in stabilizing the slope. For road subsidence, gabion walls are to be constructed below the road to improve the stability of the slope and Bio Mat is proposed to take care of erosion on the slope. U pins of 0.6 m length are used to adhere Bio Mat to the slope which are placed at spacing of 3 m c/c. Bio Mat acts as erosion control mats and which after covering with vegetative soil will aid the local shrubs to establish firm roots.
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Typical Cross-section:
Notes:
Gabion Wall for Mumbai-Pune Express way
Comprehensive CAT Plan of Satluj River Basin
9
Volume: II Section: 1I Page No:
10
Costing:
Location: Bajir Bawadi Stretch: Rockfall, Soil slope with erosion and Road subsidence Solution: Simple drapery system using Steel Grid MO and Erosion control Mat, Bio Mat on the failed slope and 5m High toe Gabion wall bove the Road level & Series of Gabion walls of height 5m Each for Toe protection and Slope retension ; Assumed Avg. Ht. 100.0m, length 200m; Total No. of Gabion walls : 3 No's S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 10x12 including lacing, 1 Cum 6000 2700 16,200,000.00 tying and filling of Gabions with stones of required sizes and quality etc, with a thermally bonded geotextile at the rear of Gabions, etc complete. Dressing of the soil-boulder slope to 2 Sq.m 20000 250 5,000,000.00 obtain a levelled surface Cutting of soil slope to required level 3 Cum 6000 400 1,260,000.00 and inclination as per drawing Backfilling at select areas with the 4 excavated material to the required Cum 6000 250 1,500,000.00 level and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an additional Hexagonal shaped 5 Sq.m 20000 850 17,000,000.00 Double Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting Sq.m 20000 of local shrubs etc Providing and laying of Simple Drapery System for protection of falling of loose boulder using SteelGrid-MO, Mesh type 10x 12, 7 reinforced with 8.0mm steel cable Sq.m 20000 1500 7,500,000.00 over the entire slope, including providing anchors at the top and bottom, use of required accessories, complete. Other miscellaneous civil works such as providing proper drains, toe 8 LS 9,692,000.00 collection system of loose rocks, access roads to the top etc. TOTAL 58,152,000.00
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Section 2: Introduction Site Details
Location
Browni
Stretch Details
Stretch-1
General Information Type of surface Average inclination of rock slope w.r.t. Horizontal Total length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Weathered rock mass 85
[째] [m]
250
[m]
20-50
No
Debris type(soil/ boulders)
Soil mixed with Boulders
Road blocked by
Surface of rock Regular / Undulating / Bumpy / Overhanging
Approach to top portion of Slope Distance Required at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Yes / No
Yes
[m]
4
Soil/ Rock/Rock with Soil cover
Rock with soil cover
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
< 1.0
Yes
No
Yes
No
Problem The principal problem in this stretch is of the rocks falling from the slope and blocking the road below. Since, the road is running closely to the foot of the slope, any unprecedented rockfall will lead to the closure of the road until the period of further clearance. On the slope, boulders mixed with soil are present and measures are to be taken to prevent the erosion of soil which finally leads to rockfall.
12
Proposed Solution To reduce the steepness of the slope, the soil portion at the top of the slope has to be removed and slope of 45째 to 60째 is to be made. Since large amount of the debris observed is of less than 0.5 -1 m in size, Steelgrid MO is proposed to be laid as simple drapery over the prepared slope. To prevent the debris from reaching on to the road, bottom anchoring may be done at frequent intervals for collecting debris and can be removed periodically.
Typical Cross-section:
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
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Notes:
Site Details Location Stretch Details
Browni; At the Nalla; Problem of Debris Flow which flows in to the river Stretch-2
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total width of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Weathered rock mass with debris
Steelgrid MO application [°]
NA
[m]
10 â&#x20AC;&#x201C; 15 m
[m]
NA
No
Debris type(soil/ boulders)
Big Boulders
Flow of debris
Surface of rock
Regular / Undulating / Bumpy / Overhanging
Approach to top portion of Slope
Yes / No
NA
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Volume: II Section: 1I Page No:
Distance Available at the top of slope (for Top anchoring)
[m]
NA
Type of strata at Top of Cutting slope
Rock/soil/Rock with Soil cover
NA
[m]
NA
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Yes
No
Yes
No
Problem The problem in this particular stretch is of the small sized boulders/debris being carried from the upstream by the flowing water in the nalla and is deposited onto the road causing obstruction to the vehicles moving on the road.
14
Proposed Solution Debris flow barriers are proposed to be placed at three locations across the nalla. The debris flow barriers intercept the flowing rocks and prevent them from moving further down the nalla thus preventing the debris from blocking the road. The debris flow barrier on the upstream should be of higher energy than that of the barriers provided on the downstream of the nalla.
Typical Cross-section:
Debris Flow Barrier
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Notes:
Debris Flow Barriers Site Details Location Stretch Details
Browni Stretch-3
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H)
Vegetation (if any)
Soil slope with heavy erosion [째] Above the road Below the road
60 45째
[m]
100 m
[m] Above the road
30
Below the road Yes(Shrubs and trees are present at some places of the stretch)
75 Debris type(soil/ boulders)
Comprehensive CAT Plan of Satluj River Basin
Soil and small sized rocks
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Approach to top portion of Slope Distance required at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Yes / No
Yes
[m]
3
Soil/ Rock/Rock with Soil cover
Soil
[m]
<1.0 m Yes
Yes
16
No
No
Proposed Solution Problem The stretches in this area are of steep soil slopes which pose the problem of slope instability and also subsidence of the road can be observed at some places. The slopes are also subjected to severe erosion finally leading to the failure of slopes. Further, the cuts made in the slopes for the formation of roads have lead to the instability of the slopes.
To take account of the excessive erosion of the steep slopes above the road level, Bio Mat (erosion control mat) along with DT Mesh is proposed to be laid on the slope surface. A toe wall made of gabion can be constructed at the bottom of the slope to prevent any toe erosion or encroachment leading to the failure of the slope, which also helps in stabilizing the slope. For the portion of slope below the road level and for road subsidence, series of gabion walls are to be constructed at intermediate places to improve the stability of the slope and Bio Mat is proposed to take care of erosion on the slope. U pins of 0.6 m length are used to adhere Bio Mat to the slope which are placed at spacing of 3 m c/c. Bio Mat acts as erosion control mats and which after covering with vegetative soil will aid the local shrubs to establish firm roots.
Notes:
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Volume: II Section: 1I Page No:
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Gabion Wall for Mumbai-Pune Express way Typical Cross-section:
Costing:
Location: BROWNI Stretch: 1; Steep Slope with small sized boulders less than 0.5m nominal size with soil slope at the Top. Solution: Simple Drapery System at the Vertical Rock Face using Steel Grid MO system along with trimming of the top soil slope; Assumed Avg. Ht. 25.0m, length 200m S.No
1
2 3
Description Providing and laying of Simple Drapery System for protection of falling of loose boulder using SteelGrid-MO, Mesh type 10x 12, reinforced with 8.0mm steel cable over the entire slope, including providing anchors at the top and bottom, use of required accessories, complete. Loose rock scaling on the slope Trimming of the soil slope on the top to a safe angle
Unit
Qty
Rate
Amount (`)
Sq.m
5000
1500
7,500,000.00
Cum
1500
950
1,425,000.00
Cum
5000
250
1,250,000.00
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
4
Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc. TOTAL
LS
LS
18
2,543,750.00 12,718,750.00
Location: Browni Stretch: 2; Large flow of Debris (Small to medium sized boulders debris flow with water on the Nalla) Solution: Passive system of Debris Flow protection using Flexible High Energy Debris Flow Barriers at various intervals ; Assumed Avg. width of Stretch: 10.0m, No. of Barriers : 3 No's S.No Description Unit Qty Rate Amount (INR) Providing and laying of High Energy Debris Flow Barrier System , 6m height comprising of Main Interception Nets and additional Nets , Flexible posts, 1 detachable base plates adequately LM 30 300000 9,000,000.00 galvanised, lateral bracing cables & upslope cables with ground anchors as per design and foundation anchors for posts and with all accessories complete. 2 Removing of Loose Boulders / Debris Cum 30 950 28,500.00 Other miscellaneous civil works such as 4 excavation, channelizing, access roads LS LS 2,257,125.00 to the top etc. TOTAL 11,285,625.00
Location: Browni Stretch: 3, Soil slope with heavy erosion Solution: Simple drapery system using Steel Grid MO and Erosion control Mat, Bio Mat on the failed slope and 5m High toe Gabion wall bove the Road level & Series of Gabion walls of height 5m Each for Toe protection and Slope retension ; Assumed Avg. Ht. 105.0m, length 100m; Total No. of Gabion walls : 6 No's S.No
1
2 3
4
Description Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc, with a thermally bonded geotextile at the rear of Gabions, etc complete. Dressing of the soil-boulder slope to obtain a levelled surface Cutting of soil slope to required level and inclination as per drawing Backfilling at select areas with the excavated material to the required level and inclination as per drawings
Unit
Qty
Rate
Cum
12000
2700
Sq.m
10500
250
Cum
3150
400
Cum
3150
250
Comprehensive CAT Plan of Satluj River Basin
Amount (`)
32,400,000.00
2,625,000.00 1,260,000.00
787,500.00
Volume: II Section: 1I Page No:
5
6
7
Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an additional Hexagonal shaped Double Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m c/c, neccessary laps etc Spreading of vegetative soil over the Erosion Control Blanket and planting of local shrubs etc Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Sq.m
10500
Sq.m
10500
19
850
LS
TOTAL
8,925,000.00
-
9,199,500.00
55,197,000.00
GRANTD TOTAL:
Comprehensive CAT Plan of Satluj River Basin
79,201,375.00
Volume: II Section: 1I Page No:
20
Section 2: Introduction Site Details Location Stretch Details
Dubling Bridge Soil Slope stability issues caused due to toe erosion at the bottom by the River and surficial erosion on the slopes
General Information: Soil slope not protected by vegetation; and Toe erosion.
Type of surface Average inclination of rock slope w.r.t. Horizontal Total length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[째] [m] [m] No
60 200 50 Debris type(soil/ boulders)
Yes / No
Yes
[m]
<0.5
Soil/Rock/Rock with Soil cover
Soil
[m]
NA
Yes
No
Yes
No
Comprehensive CAT Plan of Satluj River Basin
Soil with small rocks
Volume: II Section: 1I Page No:
21
Problem Proposed Solution The toe of the slope is being eroded by the flowing river and also the slope is made of soil which poses the problem of soil erosion. Also the flowing river is causing the problem of siltation on one side of the river at the meander.
A gabion toe wall of height 5 m is proposed along the bottom of the slope to control toe erosion along with gabion mattresses of 4 m length and 0.5 m thick to prevent the scouring at the bottom. Bio Mat is proposed to be laid on the slope to prevent soil erosion along with u-pins at 3m c/c spacing. Local vegetation needs to be planted on the top of Bio Mat to enhance the protection against surficial erosion. Also to control the erosion at the bottom of the slope, groynes of 8-10 m are to be provided at two locations which help in the process of siltation.
Typical Cross-section:
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Notes:
Comprehensive CAT Plan of Satluj River Basin
22
Volume: II Section: 1I Page No:
23
Costing:
Location: Dubling Bridge Stretch: Soil slope not protected by vegetation and Toe erosion. Solution: Soil Slope protection with 5m High Gabion retaining wall to retain the road, Erosion control Mat, Bio Mat on the slope and 5m High toe Gabion wall at bottom along with Apron protection using 0.5m thk. And River training measures using Gabion Mattress along with some Groynes. Assumed Avg. Ht. 50.0m, length 200m; Total No. of Gabion walls : 2 No's S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 1 Cum 8000 2700 10x12 including lacing, tying and filling 21,600,000.00 of Gabions with stones of required sizes and quality etc for Gabion walls and Groynes, complete. Dressing of the soil-boulder slope to 2 Sq.m 10000 250 obtain a levelled surface 2,500,000.00 Cutting of soil slope to required level and 3 Cum 3000 400 inclination as per drawing 1,200,000.00 Backfilling at select areas with the 4 excavated material to the required level Cum 3000 250 750,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an 5 additional Hexagonal shaped Double Sq.m 10000 850 8,500,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 10000 local shrubs etc Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabion mattress of 0.5m thickness and 5m length and of Mesh 3200 7 wire Dia. 2.7mm / 3.7mm and Mesh type Cum 1000 3,200,000.00 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc for apron protection, complete. Other miscellaneous civil works such as providing proper drains, toe collection 8 LS LS system of loose rocks, access roads to 7,550,000.00 the top etc. TOTAL
45,300,000.00
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Section 2: Introduction Site Details
Gangarang Nalla
Location Stretch Details
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total width of the stretch (W) Total Sloping Height (H) Vegetation (if any)
Nallas with lot of debris flow [째]
NA
[m]
5-10
[m]
NA Debris type(soil/ boulders)
No
Big Boulders
Flow of debris
Surface of rock Regular / Undulating / Bumpy / Overhanging
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face:
Yes / No
NA
[m]
NA
Soil/Rock/Rock Soil/Rock/ with Soil cover
NA
[m]
NA Yes
No
Comprehensive hensive CAT Plan of Satluj River Basin
24
Volume: II Section: 1I Page No:
Whether Toe protection measures are to be provided
Yes
25
No
Proposed Solution Problem This stretch is a glacier prone nallas with large amount of debris flows along with heavy water flow.
Debris flow barriers are proposed to be placed at three locations across the nalla. The debris flow barriers intercept the flowing rocks and prevent them from moving further down the nalla thus preventing the debris from damaging the road downstream. The barrier provided on the upstream is of higher energy as compared to the barriers at other locations
Typical Cross-section section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
26
Notes:
Costing: Location: Gangarang Nalla Stretch: Nallas with lot of debris flow Solution: Passive system of Debris flow protection through the Nallahs using Flexible High Debris Flow Barriers at various intervals ; Assumed Avg. width of Stretch: 10.0m, No. of Barriers : 3 No's S.No Description Unit Qty Rate Amount (INR) Providing and laying of High Energy Debris Flow Barrier System , 6m height comprising of Main Interception Nets and additional Nets , Flexible posts, 1 detachable base plates adequately LM 30 300000 9,000,000.00 galvanised, lateral bracing cables & upslope cables with ground anchors as per design and foundation anchors for posts and with all accessories complete. 2
3
4
Removing of Loose Boulders Providing and laying of Spot rock bolting for a depth of 5-6m, 6m, with a 32mm dia continuous threaded bar including drilling and grouting Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
30
950
Nos
32
28800
LS
LS
TOTAL
28,500.00
921,600.00
2,487,525.00
12,437,625.00 Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
27
Section 2: Introduction Site Details Location Stretch Details
Khadura Dhank
General Information: Information Type of surface
Soil slope with heavy erosion
Average inclination of soil slope w.r.t. Horizontal
[°]
60 â&#x20AC;&#x201C; 70 Degrees
[m]
1500 m
Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Required at the top of slope (for Top anchoring)
[m]
100 m
Yes
Debris type(soil/ boulders)
Yes / No
----
[m]
5
Comprehensive hensive CAT Plan of Satluj River Basin
Soil with boulders
Volume: II Section: 1I Page No:
Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Soil/Rock/Rock with Soil cover
Soil
[m]
NA Yes
No
Yes
No
Problem The problem at this stretch can be divided as soil erosion on the slope and the toe erosion of the slope by the river water. Due to the erosion of the soil on the slope, boulders from the slope are falling into the river, obstructing the water flow. Also the toe erosion in a period of time may lead to the global failure of the slope
28
Proposed Solution A toe wall made from gabions is to be placed at the toe of the slope to o prevent the erosion at the bottom of the slope due to the river. The soil slope has to be cut and trimmed to make an slope of 45째 - 60째. Over the prepared slope, Bio Mat or Biomac can be laid to promote the vegetation on the surface which can be adhered to slope using 0.6 m length UU pins.
Typical Cross-section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Notes:
Comprehensive hensive CAT Plan of Satluj River Basin
29
Volume: II Section: 1I Page No:
30
Costing: Location: Khadura Dhank Stretch: Soil slope with heavy erosion Solution: Erosion control Mat, Bio Mat on the slope and 5m High toe Gabion wall at bottom along with Apron protection using 0.5m thk. Gabion Mattress Assumed Avg. Ht. 100.0m, length 1500m; S.No Description Unit Qty Rate Amount (`) ( Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and 1 Cum 30000 2700 Mesh type 10x12 including lacing, tying 81,000,000.00 and filling of Gabions with stones of required sizes and quality etc for Gabion walls ls and Groynes, complete. Dressing of the soil-boulder boulder slope to 2 Sq.m 150000 250 obtain a levelled surface 37,500,000.00 Cutting of soil slope to required level 3 Cum 45000 400 and inclination as per drawing 18,000,000.00 Backfilling at select areas with the 4 excavated material to the required level Cum 45000 250 11,250,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an Sq.m 150000 850 5 additional Hexagonal shaped Double 127,500,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 150000 local shrubs etc Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabion mattress of 0.5m thickness and 5m 7 length and of Mesh wire Dia. 2.7mm / Cum 3750 2500 9,375,000.00 3.7mm and Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required equired sizes and quality etc for apron protection, complete. Other miscellaneous civil works such as providing proper drains, toe collection 8 LS system of loose rocks, access roads to 56,925,000.00 the top etc. TOTAL
341,550,000.00
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
31
Section 2: Introduction Site Details Location Stretch Details
Kaneri
General Information: Landslide
Type of problem Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
60째 [m] [m] Yes
300 m 30 Debris type(soil/ boulders)
Comprehensive CAT Plan of Satluj River Basin
-----
Volume: II Section: 1I Page No:
Approach to top portion of Slope
Yes / No
Yes
Distance required at the top of slope (for Top anchoring)
[m]
NA
Type of strata at Top of Cutting slope
Soil/ Rock/Rock with Soil cover
NA
[m]
<1.0 m
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Yes
No
Yes
No
Proposed Solution
Problem The slope in this area is has failed causing lanslides and change in the level of the roads.
32
To take account of the stability of the stability of the slope and the landslide, gabion walls as supposed to be placed at suitable locations on the slope.
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Typical Cross-section:
Notes:
Gabion Wall for Mumbai-Pune Express way
Comprehensive CAT Plan of Satluj River Basin
33
Volume: II Section: 1I Page No:
34
Costing:
Location: Kaneri Stretch: Landslide and slope stability Solution: 5m High toe Gabion walls above the Road level ; Assumed Avg. Ht. 30.0m, length 300m; Total No. of Gabion walls : 2 No's S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 10x12 including lacing, 1 Cum 12000 2700 tying and filling of Gabions with 32,400,000.00 stones of required sizes and quality etc, with a thermally bonded geotextile at the rear of Gabions, etc complete. Dressing of the soil-boulder slope to 2 Sq.m 9000 250 obtain a levelled surface 2,250,000.00 Cutting of soil slope to required level 3 Cum 2700 400 and inclination as per drawing 1,260,000.00 Backfilling at select areas with the 4 excavated material to the required Cum 2700 250 675,000.00 level and inclination as per drawings Other miscellaneous civil works such as providing proper drains, toe 5 LS collection system of loose rocks, 7,317,000.00 access roads to the top etc. TOTAL
43,902,000.00
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: II Page No:
35
Section 2: Introduction Site Details
Location Stretch Details
Khoragla Nalla
General Information: Information Type of surface Average inclination of rock slope w.r.t. Horizontal Total width of the stretch (W) Total Sloping Height (H) Vegetation (if any)
Nallas with debris flow [째]
NA
[m]
15-20
[m]
NA
No
Debris type(soil/ boulders)
Big Boulders
Debris Flow
Surface of rock Regular / Undulating / Bumpy / Overhanging
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Yes / No
NA
[m]
NA
Rock with Soil cover
NA
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: II Page No:
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
36
NA Yes
No
Yes
No
Problem This stretch is the glacier prone nallas with large amount of debris flows along with heavy water flow.
Proposed Solution Series of three high energy debris flow barriers made of ring nets are to be constructed at the upstream side of the nalla to prevent the huge rock masses from moving down the nalla.
Typical Cross-section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: II Page No:
37
Notes:
Costing: Location: Khoragla Nalla Stretch: Nallas with lot of debris flow Solution: Passive system of Debris Flow protection using Flexible High Energy Debris Flow Barriers at various intervals ; Assumed Avg. width of Stretch: 20.0m, No. of Barriers : 3 No's S.No Description Unit Qty Rate Amount (INR) Providing and laying of High Energy Debris Flow Barrier System , 6m height comprising of Main Interception Nets and additional Nets , Flexible posts, 1 detachable base plates adequately LM 30 300000 9,000,000.00 galvanised, lateral bracing cables & upslope cables with ground anchors as per design and foundation anchors for posts and with all accessories acc complete. 2
3
4
Removing of Loose Boulders Providing and laying of Spot rock bolting for a depth of 5-6m, 5 with a 32mm dia continuous threaded bar including drilling and grouting Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
30
950
Nos
32
28800
LS
LS
TOTAL
28,500.00
921,600.00
2,487,525.00
12,437,625.00
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: II Page No:
Section 2: Introduction Site Details Location Stretch Details
Kuppa valley
General Information Type of surface
Soil slope with heavy erosion
Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H)
[째] Above the road
Vegetation (if any)
Yes
Debris type(soil/ boulders)
Yes / No
Yes
[m]
5
Soil/ Rock/Rock Rock with Soil cover
Soil
Approach to top portion of Slope Distance Required at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Below the road [m] [m]
60-70 50-60째 500 200
Comprehensive hensive CAT Plan of Satluj River Basin
Soil
38
Volume: II Section: II Page No:
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
39
<0.5 m Yes
No
Yes
No
Problem The main problem at this stretch is of the loose soil mixed with boulders. The steep slopes pose the problem of heavy erosion and slope instability. Baspa river flowing at the base of the slope is causing the problem of erosion of soil at the bottom leading leadi to toe erosion. Since the slope is made of soil, the surface also has the problem of continuous soil erosion.
Proposed Solution The slope has to be trimmed and made to an angle of 45--60째 and is to be covered with Biomac or Bio Mat and DT Mesh adhered to the slope with U-pins. U Gabions walls of heifght 5 m are placed at intermediate locations on the slope below the road. A toe wall made of gabion is placed at the bottom of the slope to prevent toe erosion and 0.5 m thick gabion mattress is also placed at the bottom to take prevent scouring. Erosion control Mats to be covered with vegetative soil and planted with local shrubs.
Typical Cross-section: Cross
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: II Page No:
Comprehensive hensive CAT Plan of Satluj River Basin
40
Volume: II Section: II Page No:
41
Costing: Location: Kuppa Valley Stretch: Soil slope with heavy surficial erosion, toe erosion from River Solution: Soil Stabilization using Erosion control Mat, Bio Mat on the failed slope and 5m High toe Gabion wall bove the Road level & Series of Gabion walls of height 5m Each for Toe protection and Slope retension ; Assumed Avg. Ht. 200.0m, length 500m; Total No. of Gabion walls : 6 No's S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and 1 Cum 40000 2700 108,000,000.00 Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc, complete. Dressing of the soil-boulder soil slope to Sq.m 100000 250 2 obtain a levelled surface 25,000,000.00 Cutting of soil slope to required level 3 Cum 30000 400 and inclination as per drawing 12,000,000.00 Backfilling at select areas with the 4 excavated material to the required level Cum 30000 250 7,500,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an 5 additional Hexagonal shaped Double Sq.m 100000 850 85,000,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 100000 local shrubs etc 7 8
9
Loose rock scaling on the slope Trimming of the soil slope on the top to a safe angle Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
2500
950
Sq.m
500
250
LS
TOTAL
2,375,000.00 125,000.00
48,000,000.00
288,000,000.00
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
42
Section 2: Introduction Site Details Location Stretch Details
Lal Dhank
General Information Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Surface of rock
Fragmented Rocks on the slope with soil cover subjected to erosion [째]
60
[m]
500
[m]
500
Yes
Debris type(soil/ boulders)
Huge Boulders
Regular / Undulating / Bumpy / Overhanging
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Approach to top portion of Slope Distance Required the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure/ road Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
43
Yes / No
---
[m]
10
Soil/Rock/Rock with Soil cover
Rock with soil cover
[m]
---Yes
No
Yes
No
Problem The rocks on the slope are fragmented with joints and fissures. There is loose soil cover on the top which also causes the removal of small sized rocks.
Proposed Solution HEA panels of 400 x 400/10 mm and double twisted mesh 10x12/3 with cortical strengthening are proposed on the surface after the removal of loosely held rock masses.
Typical Cross-section section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
44
Notes:
Costing: Location: Lal Dhank Stretch: Fragmented Rocks on the slope with soil cover Solution: Simple Drapery System at the Vertical Rock Face using HEA Panel + DT Netting system iand cortical strengthening over the slope; Assumed Avg. Ht. 100.0m, length 500m S.No Description Unit Qty Rate Amount (`) ( Providing and laying of Simple Drapery System for protection of falling of loose boulder using HEA Panel, size 400 x 400mm, 10.0mm steel cable with a Mechnanically woven Double Twisted 1 Zn. + PVC Coated Wire Mesh, Sq.m 50000 4000 200,000,000.00 2.70/3.70mm dia. over the entire slope, including providing anchors at the top and bottom, use of required accessories like top support etc, complete. 2 3
4
4
Loose rock scaling on the slope Trimming/removal of any existing soil slope on the top to a safe angle Supply and fixing of Steel Anchor bolts of 25mm dia. and depth of 3m with washer plates of size 150mm x150mm x 6mm in rock for cortical strengthening at 3m c/c including drilling of holes, inserting cement capsules inside the holes, other accessories etc.with ith all contractors materials, scaffolding, tools & plants, all lead & lift, contractors manpower etc, as complete and as shown in drawings. Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
10000
950
Sq.m
10000
250
No's
1111
7500
LS
TOTAL
9,500,000.00 2,500,000.00
8,332,500.00
44,066,500.00
264,399,000.00 Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
45
Section 2: Introduction Site Details Location Stretch Details
Lippa Valley Below the road level
General Information: Information Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring)
Soil slope subjected to erosion [째]
45
[m]
200
[m]
8
Yes
Debris type(soil/ boulders)
Yes / No
Yes
[m]
NA
Comprehensive hensive CAT Plan of Satluj River Basin
Soil and small sized rocks
Volume: II Section: 1I Page No:
Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Soil/Rock/Rock Rock with Soil cover
NA
[m]
NA Yes
No
Yes
No
46
Proposed Solution Problem The main problem is of the slope material at the bottom being carried away by the flowing water in the river. The slope is made of soil which also causes erosion over the surface of the slope.
Over the slope, Bio Mat can be provided to prevent the erosion of the slope. 3 m high gabion wall and 0.5 m thick gabion mattress can be constructed along the bottom of the slope to protect the base of the slope from the erosion effect of the river water.
Typical Cross-section:
Notes:
8 m high Gabion wall on bank of river Godavari, Nasik Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
47
Section 2: Introduction Site Details Location Stretch Details
Lippa Valley Above the road
General Information Type of surface Average erage inclination of rock slope w.r.t. Horizontal Total length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Soil Slope with huge boulders 80
[째] [m]
200
[m]
50
Yes
Debris type(soil/ boulders)
Boulders and soil
Surface of rock Regular / Undulating / Bumpy / Overhanging
Approach to top portion of Slope Distance Required at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Yes / No
Yes
[m]
4
Soil/ Rock/Rock with Soil cover
Rock with soil cover
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
< 1.0
Yes
No
Yes
No
48
Proposed Solution Problem Loosely held huge rock boulders on the slope are to be prevented from falling down the slope.
Scaling should be done to remove the loose boulders on the surface of the slope. After scaling, HEA panels 400x 400/10 along with double twisted mesh 10x12 is draped over the slope with top and bottom anchoring.
Typical Cross-section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
49
Notes:
HEA + DT over the slope Costing: Location: Lippa Valley Stretch: 1, Soil slope subjected to erosion Solution: Erosion control Mat, Bio Mat on the failed slope and 5m High toe Gabion wall at bottom including 0.5 m thk Gabion mattress as apron protection; Assumed Avg. Ht. 8.0m, length 200m; Total No. of Gabion walls : 1 No S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire 1 Dia. 2.7mm / 3.7mm and Mesh type Cum 4000 2700 10,800,000.00 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc, complete. Dressing of the soil-boulder soil slope to 2 Sq.m 1600 250 obtain a levelled surface 400,000.00 Backfilling at select areas with the 4 excavated material to the required level Cum 480 400 192,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an 5 additional Hexagonal shaped Double Cum 1600 850 1,360,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 1600 local shrubs etc Other miscellaneous civil works such as providing proper drains, toe collection 10 LS LS system of loose rocks, access roads to 2,550,400.00 the top etc. TOTAL
15,302,400.00 Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
50
Location: Lippa Valley Stretch: 2; Steep Slope with Moderately jointed rock slope with boulders of big size > 0.5m and < 1.0m. Solution: Simple Drapery System at the Vertical Rock Face using HEA Panel + DT Netting system ; Assumed Avg. Ht. 50.0m, length 200m S.No Description Unit Qty Rate Amount (`) ( Providing and laying of Simple Drapery System for protection of falling of loose boulder using HEA Panel, size 400 x 400mm, 10.0mm steel cable with a Mechnanically woven Double Twisted 1 Sq.m 10000 4000 Zn. + PVC Coated Wire Mesh, 40,000,000.00 2.70/3.70mm dia. over the entire slope, including providing anchors at the top and bottom, use of required accessories like top support etc, tc, complete. 2 3
4
Loose rock scaling on the slope Trimming/removal of any existing soil slope on the top to a safe angle Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
2000
950
Sq.m
2000
250
LS
TOTAL
1,900,000.00 500,000.00
8,480,000.00
50,880,000.00
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
51
Section 2: Introduction Site Details Location Stretch Details
Namgia
General Information Slope with several outcrops rock of heavy weathered rock
Type of surface Average inclination of rock slope w.r.t. Horizontal Total length of the stretch (L)
30
[째] [m]
--
Total Sloping Height (H)
[m]
150
Vegetation (if any)
No
Debris type(soil/ boulders)
Boulders
Surface of rock Regular / Undulating / Bumpy / Overhanging Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring)
Yes / No
Yes
[m]
NA
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Soil/ Rock/Rock with Soil cover
Rock
[m]
< 1.0
Yes
No
Yes
No
52
Proposed Solution Problem The rocks from the slopes are rolling down the slope and falling onto the infrastructure at the base of the slope.
A series of weirs with gabions can be constructed on the slope to retain the rocks from moving down the slope and also vegetation can be also promoted on the gabions.
Typical Cross-section
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
53
Notes:
Costing: Location: Namgia Stretch: Large slope stabilization with a water Channel Solution: Series of Gabion weirs each of height 5m; Assumed Avg. Ht. 150.0m, length 200m; Total No. of Gabion walls : 5 No's S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire 1 Dia. 2.7mm / 3.7mm and Mesh type Cum 20000 2700 54,000,000.00 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc, complete. Dressing of the soil-boulder soil slope to 2 Sq.m 30000 250 obtain a levelled surface 7,500,000.00 Cutting of soil slope to required level Cum 9000 3 400 and inclination as per drawing 3,600,000.00 Backfilling at select areas with the 4 excavated material to the required level Cum 9000 250 2,250,000.00 and inclination as per drawings Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 30000 local shrubs etc Other miscellaneous civil works such as providing proper drains, toe collection 10 LS system of loose rocks, access roads to 13,470,000.00 the top etc. TOTAL
80,820,000.00 Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
54
Section 2: Introduction Site Details Location Stretch Details
Powari Pangi Nalla Above the road level
General Information Slope with several outcrops rock of heavy weathered rock
Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
[째]
60
[m]
2000
[m]
150 - 200
Yes
Debris type(soil/ boulders)
Huge Boulders
Surface of rock Regular / Undulating / Bumpy / Overhanging
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Yes / No
Yes
[m]
---
Soil/Rock/Rock Rock with Rock Soil cover Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Distance between slope bottom and infrastructure/ road Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
55
<0.5 m Yes
No
Yes
No
Proposed Solution Problem The problem is of the large boulders rolling down the slopes from high heights causing damage and blockage of roads. roads
A toe wall made from gabions is to be placed at the toe of the slope to prevent the erosion at the bottom of the slope due to the river. The soil slope has to be cut and trimmed to make an slope of 60째. Over the prepared slope, Bio Mat can be laid to promote te the vegetation on the surface which can be adhered to slope using 0.6 m length U-pins. U
Typical Cross-section section:
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Notes:
Comprehensive hensive CAT Plan of Satluj River Basin
56
Volume: II Section: 1I Page No:
57
Costing:
Location: Powari Pangi Stretch: Slope with several outcrops rock of heavy weathered rock Solution: Erosion control Mat, Bio Mat on the slope and 5m High toe Gabion wall at bottom along with Apron protection using 0.5m thk. Gabion Mattress Assumed Avg. Ht. 175.0m, length 2000m; S.No Description Unit Qty Rate Amount (INR) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Cum 40000 1 2700 Mesh type 10x12 including lacing, 108,000,000.00 tying and filling of Gabions with stones of required sizes and quality etc for Gabion walls and Groynes, complete. Dressing of the soil-boulder soil slope to 2 Sq.m 350000 250 obtain a levelled surface 87,500,000.00 Cutting of soil slope to required level 3 Cum 105000 400 and inclination as per drawing 42,000,000.00 Backfilling at select areas with the 4 excavated material to the required Cum 105000 250 26,250,000.00 level and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an 5 additional Hexagonal shaped Double Sq.m 350000 850 297,500,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia.. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 350000 local shrubs etc Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabion mattress of 0.5m thickness and 5m 7 length and of Mesh wire Dia. 2.7mm / Cum 5000 2500 12,500,000.00 3.7mm and Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc for apron protection, complete. Other miscellaneous civil works such as providing proper drains, toe 8 LS collection system of loose rocks, access 114,750,000.00 roads to the top etc. TOTAL
688,500,000.00
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Section 2: Introduction Site Details Location Stretch Details
Powari Pangi Nalla Below the road level
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Soil slope with boulders subjected to erosion [째]
45
[m]
2000
[m]
15-20
No
Debris type(soil/ boulders)
Yes / No
NA
[m]
NA
Soil/Rock/Rock Rock with NA Soil cover Comprehensive hensive CAT Plan of Satluj River Basin
Soil and small sized rocks
58
Volume: II Section: 1I Page No:
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
59
[m] Yes
No
Yes
No
Problem The portion of the slope below the road level is facing the problem of toe erosion by the high velocity waters of river Sutlej. The velocity of the flowing water is around 4 m/s. Also the face of the slope is also being subjected to erosion due to presence of lot of loose soil.
Proposed Solution Over the slope to take care of erosion, Bio Mat is to be laid after the scaling of the loose boulders and to avoid the erosion of the slope toe due to river water gabion wall can be constructed and gabion mattress can be laid at the toe of slope to prevent scouring action. The height of the gabion wall from the river bed should be more than the HFL of the flowing river.
Typical Cross-section section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Notes:
8 m highGabion wall on bank of river Godavari, Nasik
Comprehensive hensive CAT Plan of Satluj River Basin
60
Volume: II Section: 1I Page No:
61
Costing: Location: Powari Pangi Stretch: 1, Soil slope with boulders subjected to erosion Solution: Erosion control Mat, Bio Mat on the failed slope and 5m High toe Gabion wall at bottom including 0.5 m thk Gabion mattress as apron protection; Assumed Avg. Ht. 20.0m, length 2000m; Total No. of Gabion walls : 1 No S.No Description Unit Qty Rate Amount (`) Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire 1 Dia. 2.7mm / 3.7mm and Mesh type Cum 40000 2700 108,000,000.00 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc, complete. Dressing of the soil-boulder soil slope to 2 Sq.m 40000 250 obtain a levelled surface 10,000,000.00 Backfilling at select areas with the Cum 12000 400 4 excavated material to the required level 4,800,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an 5 additional Hexagonal shaped Double Cum 40000 850 34,000,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 40000 local shrubs etc Other miscellaneous civil works such as providing proper drains, toe collection 7 LS LS system of loose rocks, access roads to 31,360,000.00 the top etc. TOTAL
188,160,000.00
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
62
Section 2: Introduction Site Details Location Stretch Details
Rispa
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure
Soil slope with boulders and heavy erosion 70
[째]
[m]
500 m
[m] Yes
40 m Soil with boulders
Debris type(soil/ boulders)
Yes / No
Yes
[m]
>3m
Soil/Rock/Rock with Soil cover [m] Comprehensive hensive CAT Plan of Satluj River Basin
Soil NA
Volume: II Section: 1I Page No:
Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
63
Yes
No
Yes
No
Problem The major problem is of the instability of the slopes and erosion of the soil on the slopes. The slopes have failed making the slope nearly vertical. Also at the toe of the slope, a river is flowing which erodes the toe adding to the instability of the slopes.
Proposed Solution Series of gabions of 4 m are proposed to be constructed on the slope with Bio Mat laid on the surface. At the bottom b of the slope gabion wall is to be constructed along with gabion mattresses to avoid toe erosion and scouring. Also, groynes are to be constructed along the flow of river to prevent erosion and increase siltation on the banks.
Typical Cross-section section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
64
Costing: Location: Rispa Stretch: Soil slope with boulders and heavy erosion Solution: Erosion control Mat, Bio Mat on the slope and Series of Gabion walls of height 5m Each for Toe protection and Slope retension including 0.5m thk Gabion mattress for apron protection; Assumed Avg. Ht. 40.0m, length 500m; Total No. of Gabion walls : 3 No's S.No Description Unit Qty Rate Amount (`) ( Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 1 Cum 30000 2700 10x12 including lacing, tying and filling 81,000,000.00 of Gabions with stones of required sizes and quality etc, for Gabion walls & groynes complete. Dressing of the soil-boulder boulder slope to 2 Sq.m 20000 250 obtain a levelled surface 5,000,000.00 Cutting of soil slope to required level 3 Cum 6000 400 and inclination as per drawing 2,400,000.00 Backfilling at select areas with the 4 excavated material to the required level Cum 6000 250 1,500,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an Sq.m 20000 850 5 additional Hexagonal shaped Double 17,000,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m 20000 local shrubs etc Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabion mattress of 0.5m thickness and 5m length and of 7 Mesh wire Dia. 2.7mm / 3.7mm and Cum 1250 3200 4,000,000.00 Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required equired sizes and quality etc for apron protection, complete. Other miscellaneous civil works such as providing proper drains, toe collection 8 LS system of loose rocks, access roads to 22,180,000.00 the top etc. TOTAL
133,080,000.00 Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
65
Section 2: Introduction Site Details Location Stretch Details
Spillow
General Information: Information Soil slope not protected by vegetation; and Toe erosion.
Type of surface Average inclination of rock slope w.r.t. Horizontal Total length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure
[째]
60
[m]
500
[m]
40
No
Debris type(soil/ boulders)
Yes / No
Yes
[m]
<0.5
Soil/Rock/Rock with Soil cover
Soil
[m]
NA
Comprehensive hensive CAT Plan of Satluj River Basin
Soil with small rocks
Volume: II Section: 1I Page No:
Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
Yes
No
Yes
No
Problem The toe of the slope is being eroded by the flowing river and also the slope is made of soil which poses the problem of soil erosion. erosion Also the flowing river is causing the problem of siltation on one side of the river at the meander.
66
Proposed posed Solution Series of gabions are constructed along the sloe at intervals of 10 -15m.. A gabion toe wall of height 5 m is proposed along the bottom of the slope to control toe erosion and Bio Mat along with U-Pins U can be laid on the slope to prevent soil erosion.
Typical Cross-section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Notes:
Comprehensive hensive CAT Plan of Satluj River Basin
67
Volume: II Section: 1I Page No:
68
Costing: Location: Spillow Stretch: Soil slope not protected by vegetation; and Toe erosion Solution: Erosion control Mat, Bio Mat on the slope and Series of Gabion walls of height 5m Each for Toe protection and Slope retension including 0.5m thk Gabion mattress for apron protection; Assumed Avg. Ht. 30.0m, length 500m; Total No. of Gabion walls : 2 No's S.No Description Unit Qty Rate Amount (`) ( Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 1 Cum 20000 2700 10x12 including lacing, tying and filling 54,000,000.00 of Gabions with stones of required sizes and quality etc, for Gabion walls complete. boulder slope to Dressing of the soil-boulder 2 Sq.m 50000 250 obtain a levelled surface 12,500,000.00 Cutting of soil slope to required level 3 Cum 15000 400 and inclination as per drawing 6,000,000.00 Backfilling at select areas with the Cum 15000 250 4 excavated material to the required level 3,750,000.00 and inclination as per drawings Providing and laying of Bio Mat Turf Reinforcement Mat made of an open three dimensional synthetic mat made of Polypropylene filaments with an 5 additional Hexagonal shaped Double Sq.m 50000 850 42,500,000.00 Twisted Wire Mesh of Mesh Type 10 x 12, Zn + PVC Coated 2.70/3.70 mm wire dia. including providing U Pins at every 3-4m 4m c/c, neccessary laps etc Spreading of vegetative soil over the 6 Erosion Control Blanket and planting of Sq.m Sq.m local shrubs etc Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabion mattress of 0.5m thickness and 5m length and of 7 Mesh wire Dia. 2.7mm / 3.7mm and Cum 1250 3200 4,000,000.00 Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required equired sizes and quality etc for apron protection, complete. Other miscellaneous civil works such as providing proper drains, toe collection 8 LS system of loose rocks, access roads to 24,550,000.00 the top etc. TOTAL
147,300,000.00
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
69
Section 2: Introduction Site Details Location Stretch Details
Tikru slip
General Information: Information Slope with several outcrops rock of heavy weathered rock
Type of surface Average inclination of rock slope w.r.t. Horizontal Total Length of the stretch (L) Total Sloping Height (H) Vegetation (if any)
[째]
60
[m]
200
[m]
250 Debris type(soil/ boulders)
Yes
Boulders
Regular / Undulating / Bumpy / Overhanging
Surface of rock Approach to top portion of Slope
Yes / No
Yes
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
>3
Soil/Rock/Rock with Soil cover
Rock with soil cover
[m]
NA
Yes
No
Yes
No
70
Proposed Solution
Problem The slope in this stretch contains large amount of boulders which are loosely held to the surface. The bottom of the slope has the problem of toe erosion by high water flows.
Rock fall barrier is proposed at the higher position of slope to reduce the energy of the falling rocks and a rockfall barrier is proposed at intermediate position on the slope .A gabion wall of height 5 m is to be constructed at the bottom of the slope to prevent toe erosion and also to catch the falling boulders thus prevent preventing them from falling into the river. A gabion mattress is also to be constructed at the toe to prevent scouring due to river water.
Typical Cross-section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
71
Notes: Also a catch pit behind the Gabion Walls can be constructed to collect the rocks which can be removed periodically
Costing: Location: Tikru Slip Stretch: Slope with several outcrops rock of heavy weathered rock Solution: Passive system of Rock fall protection using Flexible High Energy Rockfall Barriers at various intervals and Gabion wall at toe to catch the boulder in the trench. Avg. Height of stretch: 150m; Assumed Avg. length of Stretch: 200.0m, No. of Barriers Barr : 2 No's S.No Description Unit Qty Rate Amount (INR) Providing and laying of High Energy Rock fall Barrier System having a capacity of 3000 KiloJoules, KiloJoules 6m height comprising of Main Interception Nets and additional Nets , Flexible posts, 1 detachable base plates adequately 300000 LM 400 120,000,000.00 galvanised, lateral bracing cables & upslope cables in accordance with ETAG 027 with ground anchors as per design and foundation anchors anchor for posts and with all accessories complete. 2
3
4
5
Removing of Loose Boulders Providing and laying of Spot rock bolting for a depth of 5-6m, 5 with a 32mm dia continuous threaded bar including drilling and grouting Providing and laying of mechanically woven double twisted hexagonal shaped Zn+PVC Coated Gabions of Mesh wire Dia. 2.7mm / 3.7mm and Mesh type 10x12 including lacing, tying and filling of Gabions with stones of required sizes and quality etc, for Gabion walls wa complete. Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
30
950
Nos
16
28800
Cum
4000
2700
LS
TOTAL
28,500.00
460,800.00
10,800,000.00
26,257,860.00
157,547,160.00
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
Section 2: Introduction Site Details Location Stretch Details
Tinku Nalla
General Information: Type of surface Average inclination of rock slope w.r.t. Horizontal Total width of the stretch (W) Total Sloping Height (H) Vegetation (if any)
Approach to top portion of Slope Distance Available at the top of slope (for Top anchoring) Type of strata at Top of Cutting slope
Nalla with debris flow [째]
NA
[m]
5-10
[m]
NA
No
Debris type(soil/ boulders)
Yes / No
NA
[m]
NA
Soil/Rock/Rock Rock with Soil cover
NA
Comprehensive hensive CAT Plan of Satluj River Basin
Big Boulders
72
Volume: II Section: 1I Page No:
Distance between slope bottom and infrastructure Whether any erosion control measures to be provided on the face: Whether Toe protection measures are to be provided
[m]
73
NA Yes
No
Yes
No
Proposed Solution
Problem The nalla here is of 5 â&#x20AC;&#x201C; 10 m width and it carries rocks along with water and deposits it onto the road below the nalla.
To prevent the rocks from reaching the road, two debris flow barriers are ar to be provided on the upstream of the nalla. Also a culvert should be made at the bottom of the road to allow for a free passage of water downstream, thus the problem of water flowing over the road can be avoided.
Typical Cross-section section:
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section: 1I Page No:
74
Notes:
Costing: Location: Tinku Nalla Stretch : Nalla with debris flow Solution: Passive system of Rock fall protection using Flexible High Energy Debris Flow Barriers at various intervals. Assumed Avg. width of Stretch: 10.0m, No. of Barriers : 2 No's Amount S.No Description Unit Qty Rate (INR) Providing and laying of High Energy Debris Flow Barrier System , 6m height comprising of Main Interception Nets and additional Nets , Flexible posts, detachable 1 base plates adequately galvanised, lateral LM 20 300000 6,000,000.00 bracing cables & upslope cables with ground anchors as per design and foundation anchors for posts and with all accessories complete. 2
3
4
Removing of Loose Boulders Providing and laying of Spot rock bolting for a depth of 5-6m, 6m, with a 32mm dia continuous threaded bar including drilling and grouting Other miscellaneous civil works such as providing proper drains, toe collection system of loose rocks, access roads to the top etc.
Cum
30
950
Nos
16
28800
LS
TOTAL
28,500.00
460,800.00
1,622,325.00
8,111,625.00 Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section III: Page No:
75
Section 3: Landslides-Descriptions and Mitigation with costing
Sg2c PERFORMA FOR LANDSLIDE NAME OF LATITUDE DAMAGE/RISK AREA/LOCATI /LONGIT TO LIFE & ON UDE PROPERTY
Chui Jakhri (100x80m)
31'10'39" 77'01'55"
Life & Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SEVE RITY
Very Severe
OCCURREN CE(Season)
Rainy
ROAD CONSTRUC TION
Yes
QUA RRY
No
OTHER CONSTR UCTIONS
No
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
NEW PRESCRIPTION
Yes
CheckDams Live Hedge Retaining Wall Gabion
NEW QUANTITY 8x1.5x1.5m = 18 Nos 400 Rms 20x3x4m = 10 Nos
Rate/Unit (Rs)
Cost(Rs)
10033 9.6
1444752 3840
29131
5826200
Volume: II Section III: Page No:
Chui Jakhri
Comprehensive CAT Plan of Satluj River Basin
76
Volume: II Section III: Page No:
Sg2d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Thachi (500m x 50m)
31'12'16" 77'05'22"
Property and life.
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
Nil
Clay & Loose stone
DEGREE OF SLOPES/SE VERITY
Severe
OCCURREN CE(Season)
Rainy
ROAD CONSTRUCTI ON
Yes
QUAR RY
No
OTHER CONSTRUC TIONS
No
Thachi
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 40 Rms 300 Rms 20x1.5x1.5m = 11 Nos 15x1.5x1.5m = 14 Nos
77
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 2480 2880
10033
2207260
10033
2106930
Volume: II Section III: Page No:
Sh2c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASURES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTR UCTION
QUA RRY
OTHER CONSTRU CTIONS
NAT URAL
Bigan (50mx500m)
Check dams dry stone qty 12 exists.
Loose stone
Severe
Rainy
Yes
No
No
Yes
31'28'72" 77'06'44"
Life & Property
Bigan
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood CheckDams Live Hedge
NEW QUANTITY 10 Rms 10x2.5x3 m=8 Nos 300 Rms
78
Rate/Unit (Rs) 62
Cost(Rs) 620
20177 9.6
1614160 2880
Volume: II Section III: Page No:
Si2f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURRE NCE(Seas on)
ROAD CONSTRU CTION
QUA RRY
OTHER CONSTRUCTI ONS
NATU RAL
Duga Nala (150m x 50m)
NA
Clay
Severe
Rainy
No
No
No
Yes
31'39'33" 77'24'50"
Property
Duga Nala
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 10 Rms 500 Rms 15x3x4m =8 Nos
79
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 620 4800
29131
3495720
Volume: II Section III: Page No:
Si2h PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Naswar (50m x 1500m)
31'41'97" 77'23'23"
Life & Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SEV ERITY
Severe
OCCUR RENCE( Season)
Rainy
ROAD CONSTRUC TION
No
QUAR RY
No
OTHER CONSTRUC TIONS
No
Naswar
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 40 Rms 600 Rms 15x2x2.5m =22 Nos 20x3x4m =11 Nos
80
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 2480 5760
17277
5701410
29131
6408820
Volume: II Section III: Page No:
Si3f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASUR ES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCUR RENCE( Season)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRUC TIONS
NATU RAL
Malani (100mx100m)
NA
CLAY
Severe
Rainy
Yes
No
No
Yes
31'38'00" 77'30'02"
Property
Malani
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 15 Rms 200 Rms 15x3x4m = 05 Nos
81
Rate/Unit (Rs) 62 9.6
Cost(Rs) 930 1920
29131
2184825
Volume: II Section III: Page No:
Sj1e PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY Jigyarlu Querry Site 31'11'36" (200mx200m) 77'12'44" Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCUR RENCE( Season)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRUC TIONS
NATU RAL
NA
Loose stone
Very severe
Rainy
No
Yes
No
No
Jigyarlu Querry Site
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRI PTION Retainin g Wall Gabion
NEW QUANTITY 200x2x2.5m = 01 Nos, Stopage of quarry.
82
Rate/ Unit (Rs)
Cost(Rs)
17277
3455400
Volume: II Section III: Page No:
Sj1h PERFORMA FOR LANDSLIDE NAME OF LATITUDE/ DAMAGE/RISK AREA/LOCATI LONGITUD TO LIFE & ON E PROPERTY
MEASUR ES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURREN CE(Season)
ROAD CONSTR UCTION
QUA RRY
OTHER CONSTRU CTIONS
NAT URAL
NEW PRESCRIPTION CheckDams CheckDams
Kadeog (500mx1000m )
Kiari (500mx500m)
31'08'46" 77'18'36"
31'08'20" 77'18'44"
Life & Property
Property
NA
Check dams dry stone
Loose stone
Loose stone
Severe
Severe
Rainy
Rainy
Yes
Yes
No
NA
No
NA
Comprehensive CAT Plan of Satluj River Basin
Yes
Yes
CheckDams Live Hedge Silt Detention Dams in Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 20x3x4m = 16 Nos 15x3x4m = 22 Nos 12x3x4m = 17 Nos 1500 Rms 30x3x4m = 03 Nos 250 Rms 20x3x4m = 28 Nos 12x3x4m = 20 Nos 10x3x4m = 14 Nos
83
Rate/ Unit (Rs)
Cost(Rs)
29131
9321920
29131
9613230
29131 9.6
5942724 14400
29131 9.6
2621790 2400
29131
16313360
29131
6991440
29131
4078340
Volume: II Section III: Page No:
Kiari
Kadeog
Comprehensive CAT Plan of Satluj River Basin
84
Volume: II Section III: Page No:
Sj1m PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Dhanaut (200m x100m)
31'07'31" 77'21'32"
Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTR UCTION
QU ARR Y
OTHER CONSTR UCTIONS
NAT URAL
Very severe
Rainy & due to drainage of Upper City
Yes
No
No
Yes
Dhanaut
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Safe water disposal structures with cement concret in two Nalas approx 2 Kms length below Theog Comittee area to Chikhar Khad
NEW QUANTITY 1500Rms
1500Rms
85
Rate/ Unit (Rs) 9.6
Cost(Rs) 14400
Volume: II Section III: Page No:
Sj2a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASURE S TAKEN
Jashi (50mx300m)
Nil
31'25'23" 77'21'57"
Property
TYPE OF SOIL AND ROCK Clay & Loose stone
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRU CTIONS
NAT URAL
Severe
Rainy
Yes
No
No
Yes
TABLE 9 PHOTOS Jashi
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Retaining Wall Gabion
NEW QUANTITY 100 Rms 15x3x4m=5 Nos
86
Rate/ Unit (Rs) 62
Cost(Rs) 6200
29131
2184825
Volume: II Section III: Page No:
Sj2d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Drabra (5 Hact)
31'24'19" 77'31'67"
Property
MEAS URES TAKEN
NA
TYPE OF SOIL AND ROCK
CLAY
DEGREE OF SLOPES/SEVE RITY
VERY SEVERE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRU CTION
Yes
QUAR RY
No
OTHER CONSTRUC TIONS
No
Drabr
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 1200 Rms 12x2x2.5m= 12 Nos 15x2x2.5m= 60 Nos
87
Rate/ Unit (Rs) 62
Cost(Rs) 74400
17277
2487888
17277
15549300
Volume: II Section III: Page No:
Sj2h PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Kopri Jubbal (50mx30m)
31'18'51" 77'21'48"
Property
MEAS URES TAKEN
NA
TYPE OF SOIL AND ROCK
CLAY
DEGREE OF SLOPES/SEV ERITY
Severe
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRU CTION
No
QUA RRY
No
OTHER CONSTRUCTI ONS
No
Kopri Jubbal
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 15 Rms 300 Rms 6x1.5x1.5m=4 Nos 10x2x2.5m=3 Nos
88
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 930 2880
10033
240792
17277
518310
Volume: II Section III: Page No:
Sk1a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Rainy
No
No
No
Yes
Rainy
Yes
No
No
Yes
Tadasha Nala (100mx60m)
31'38'77" 77'41'57"
Property
NA
Clay
Very Severe
Tadasha, (30mx50m)
31'38'74" 77'41'56"
Property
NA
Clay
Severe
OCCURR ENCE(Se ason)
ROAD CONSTRU CTION
QUA RRY
OTHER CONSTR UCTIONS
NATU RAL
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion
TABLE 9 PHOTOS Tadasha
Tadasha Nala
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 50 Rms 150 Rms 10x2x2.5m=06 Nos 15x2.5x3m=08 Nos 20 Rms 80 Rms 10x2x2.5m=03 Nos
89
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 3100 1440
17277
1036620
20177 62 9.6
2421240 1240 768
17277
518310
Volume: II Section III: Page No:
Sk1d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURR ENCE(Se ason)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRU CTIONS
NATU RAL
Janut (50mx50m)
NA
Clay
severe
Rainy
Yes
No
No
Yes
31'42'07" 77'34'15"
Property
Janut
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 6 Rms 100 Rms 15x3x4m=3 Nos
90
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 372 960
29131
1310895
Volume: II Section III: Page No:
Sk1g PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Tarala (100mx50m)
31'42'65" 77'28'99"
Life
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
CLAY
DEGREE OF SLOPES/SE VERITY
severe
OCCURRE NCE(Seas on)
Rainy
ROAD CONSTRU CTION
Yes
QU ARR Y
No
OTHER CONSTR UCTIONS
No
Tarala
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 10 Rms 200 Rms 15x3x4m=4 Nos 10x3x4m=2 Nos
91
Rate/Unit (Rs) 62 9.6
Cost(Rs) 620 1920
29131
1747860
29131
582620
Volume: II Section III: Page No:
Sk1h PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Bara Nal (300mx50m)
31'52'16" 77'34'69"
Property
MEAS URES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
Severe
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRUC TION
No
QUAR RY
No
OTHER CONSTRU CTIONS
No
Bara Nal
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 15 Rms 70 Rms 15x2x2.5m= 07Nos 10x2x2.5m= 02Nos 8x2x2.5m=0 3Nos
92
Rate/Unit (Rs) 62 9.6
Cost(Rs) 930 672
17277
1814085
17277
345540
17277
414648
Volume: II Section III: Page No:
Sk1m PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Banigad (50mx50m)
31'46'52" 77'42'62"
Sarali (3000mx500m )
31'47'32" 77'43'12"
Property
Property
MEASU RES TAKEN
NA
NA
TYPE OF SOIL AND ROCK
Clay
Clay
DEGREE OF SLOPES/SEV ERITY
Severe
Severe
OCCUR RENCE( Season)
Rainy
Rainy
ROAD CONSTRUC TION
No
No
QUA RRY
No
No
OTHER CONSTRU CTIONS
No
No
Banigad
NATU RAL
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Sarali
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 15 Rms 50 Rms 15x2x2.5m=5 Nos. 40x3x4m=01 No 15 Rms 150 Rms 10x2x2.5m=1 0 Nos 15x2x2.5m=1 1Nos
93
Rate/Unit (Rs) 62 9.6
Cost(Rs) 930 480
17277
1295775
29131 62 9.6
1165240 930 1440
17277
1727700
17277
2850705
Volume: II Section III: Page No:
Sk1n PERFORMA FOR LANDSLIDE DAMAGE/ NAME OF LATITUDE/ RISK TO AREA/LOCATI LONGITUD LIFE & ON E PROPERTY
Chalidhar (2Kmsx150m)
31'52'62" 77'37'93"
Property
Jaged Nala (500mx200m)
31'51'99" 77'41'14"
Property & Life
Karsai Gad (1.5Kmsx500m )
31'52'66" 77'38'22"
Property & Life
Khanag Nala (1.5Kmsx500m )
31'52'74" 77'40'18"
Property
MEASU RES TAKEN
NA
NA
NA
NA
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/ SEVERITY
Clay
Severe
Clay
Very Severe
Clay
Severe
Clay
Moderat e
OCCUR RENCE( Season)
Rainy
Rainy
Rainy
Rainy
ROAD CONSTR UCTION
No
No
No
No
QUA RRY
No
No
No
No
OTHER CONST RUCTI ONS
No
No
No
No
NAT URAL
Yes
Yes
Yes
Yes
NEW PRESCRIPTION Brushwood CheckDams Diversion of water at upstream with safe drainage of 30 m at both side. Live Hedge Retaining Wall Gabion Brushwood Diversion of water at upstream with safe drainage of 15 m at both side. Live Hedge Retaining Wall Gabion Brushwood CheckDams Diversion of water at upstream with safe drainage of 20 m at both side. Live Hedge Retaining Wall Gabion Brushwood Diversion of water at upstream with safe drainage of 10 m at both side. Live Hedge Retaining Wall Gabion
Comprehensive CAT Plan of Satluj River Basin
94
NEW QUANTITY 40 Rms 3x1.5x1.5m = 40 Nos
Rate/U nit (Rs) 62 10033
Cost(Rs) 2480 1203960
NA 300 Rms 15x3x4m = 7 Nos 30 Rms
9.6 29131 62
2880 3058755 1860
NA 300 Rms 3x1.5x1.5m = 18 Nos 100 Rms 3x1.5x1.5m = 22 Nos
9.6 10033 62 10033
2880 541782 6200 662178
NA 200 Rms 15x3x4m = 4 Nos 100 Rms
9.6 29131 62
1920 1747860 6200
NA 450 Rms 3x1.5x1.5m = 25 Nos
9.6 10033
4320 752475
Volume: II Section III: Page No:
Kot Nala (1000mx1000 m)
31'51'51" 77'41'76"
Property & Life
NA
Clay
Very Severe
Rainy
Jaged Nala
No
No
No
Yes
Brushwood Diversion of water at upstream with safe drainage of 15 m at both side. Live Hedge Retaining Wall Gabion Retaining Wall Gabion
Kot Nala
Karsai Gad
Comprehensive CAT Plan of Satluj River Basin
50 Rms
62
3100
NA 300 Rms 3x1.5x1.5m = 20 Nos 20x3x4m = 4 Nos
9.6 10033 29131
2880 601980 2330480
Khanag Nala
Chalidhar
95
Volume: II Section III: Page No:
Sm1a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURR ENCE(Se ason)
ROAD CONSTRU CTION
QUA RRY
OTHER CONSTRU CTIONS
NATU RAL
Badanal (100mx60m)
31'34'45" 77'42'69"
NA
Loose stone
Moderate
Rainy
No
No
No
Yes
Karsha, (100mx100m)
31'36'21" 77'39'79"
NA
Clay with loose stones
Property
Property
Severe
Rainy
No
No
No
Karsha
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Badanal
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 10 Rms 100 Rms 5x1.5x1.5m = 10 Nos 100 Rms 15x2.5x3m = 04 Nos 70x2.5x3m = 01 No
96
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 620 960
10033 9.6
501650 960
20177
1210620
20177
1412390
Volume: II Section III: Page No:
Sm2b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Sabhaur (250Mx20m)
31'40'82" 77'56'56"
Both Life and property
MEASUR ES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay & Sand
DEGREE OF SLOPES/SE VERITY
LESS SEVERE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRUC TION
NA
QUA RRY
NA
OTHER CONSTRUC TIONS
NA
Sabhaur
Comprehensive CAT Plan of Satluj River Basin
NATURAL Yes, due to heavy flow of water in Kurpan Khad. Yes, due to heavy flow of water in Kurpan Khad. Yes, due to heavy flow of water in Kurpan Khad.
97
NEW PRESCRIP TION
NEW QUANTITY
Rate/ Unit (Rs)
Cost(Rs)
Brushwoo d
50 Rms
62
3100
100 Rms
9.6
960
250x2.5x3 m=1 Nos
20177
5044250
Live Hedge Retaining Wall Gabion
Volume: II Section III: Page No:
Sm2f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Chenai (500mx40m)
31'53'88" 77'54'13"
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay
NA
Clay & Loose stones
DEGREE OF SLOPES/SEV ERITY
Severe
OCCURREN CE(Season)
Rainy
ROAD CONSTRUC TION
Yes
QUA RRY
No
OTHER CONSTRU CTIONS
No
NAT URAL
Yes
NEW PRESCRIPTIO N Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood CheckDams
Deogi (200mx20m)
31'54'38" 77'52'93"
Property
Severe
Rainy
Yes
No
No
Comprehensive CAT Plan of Satluj River Basin
Yes
CheckDams Live Hedge
NEW QUANTITY 35 Rms 200 Rms 10x1.5x1.5m =12 Nos 20x1.5x1.5m =7 Nos 40x1.5x1.5m =2 Nos 15 Rms 7x1.5x1.5m= 9 Nos 10x1.5x1.5m =11Nos 100 Rms
98
Rate/Unit (Rs) 62 9.6
Cost(Rs) 2170 1920
10033
1203960
10033
1404620
10033 62
802640 930
10033
632079
10033 9.6
1103630 960
Volume: II Section III: Page No:
Deogi
Chenai
Comprehensive CAT Plan of Satluj River Basin
99
Volume: II Section III: Page No:
Sm2j PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Sili Girchi (200mx30m)
31'57'33" 77'58'24"
Property
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
NA
Clay & loose stones
VERY SEVERE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRUC TION
No
QUA RRY
No
OTHER CONSTRU CTIONS
No
Sili Girchi
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 8 Rms 100 Rms 10x2x2.5m=6 Nos 30x2x2.5m=1N os
100
Rate/Unit (Rs) 62 9.6
Cost(Rs) 496 960
17277
1036620
17277
518310
Volume: II Section III: Page No:
Sn1a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTRU CTION
QU ARR Y
OTHER CONSTRUC TIONS
NATU RAL
Badu (300mx50m)
31'21'27" 77'22'14"
Property
NA
Sand
Severe
Rainy
No
No
No
Yes
Malalbai (200mx50m)
31'21'13" 77'23'30"
Property
NA
SAND
Severe
Rainy
No
No
No
Yes
Panu Dhar (300mx50m)
31'20'07" 77'23'27"
Property
NA
CLAY
VERY SEVERE
Rainy
No
No
No
Yes
Panu Dhar
Malalbai
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 60 Rms 100 Rms 30x3x4m=2 Nos 50 Rms 100 Rms 200x3x4m=1 Nos. 10 Rms 60 Rms 15x3x4m=7N os. Badu
101
Rate/U nit (Rs) 62 9.6
Cost(Rs) 3720 960
29131 62 9.6
1747860 3100 960
29131 62 9.6
5826200 620 576
29131
3058755
Volume: II Section III: Page No:
Sn1b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Sablog Kenchi (500mx100m)
31'17'28" 77'24'51"
Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
MODERATE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRU CTION
No
QUA RRY
No
OTHER CONSTRU CTIONS
No
Sablog Kenchi
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 50 Rms 300 Nos 10x1.5x1.5m= 10Nos 200x3x4m=7 Nos
102
Rate/Unit (Rs) 62 9.6 10033 29131
Cost(Rs) 3100 2880 1003300 4078340 0
Volume: II Section III: Page No:
Sn1c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Sawari (200mx200m)
31'17'54" 77'27'50"
Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
VERY SEVERE
OCCURRE NCE(Seas on)
Rainy
ROAD CONSTRUC TION
No
QUA RRY
No
OTHER CONSTRUC TIONS
No
Sawari
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 10 Rms 300 Rms 7x2x2.5m=4 Nos 10x2x2.5m=4 Nos 15x2x2.5m=2 Nos 20x3x4m=01N os
103
Rate/Unit (Rs) 62 9.6
Cost(Rs) 620 2880
17277
483756
17277
691080
17277
518310
29131
582620
Volume: II Section III: Page No:
Sn1d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Kalimiti (500mx300m)
31'20'50" 77'30'19"
Property & Life
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay and loose stone
DEGREE OF SLOPES/SE VERITY
VERY SEVERE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRU CTION
No
QUA RRY
No
OTHER CONSTR UCTIONS
No
Kalimiti
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Diversion of water at upstream with safe drainage of 20 m at right side of slide. Live Hedge Retaining Wall Gabion
NEW QUANTITY 25 Rms
NA 100 Rms 15x3x4m=3 Nos
104
Rate/ Unit (Rs) 62
Cost(Rs) 1550
9.6
960
29131
1310895
Volume: II Section III: Page No:
Sn1f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURR ENCE(Se ason)
ROAD CONSTRUCTI ON
QUA RRY
OTHER CONSTRUC TIONS
NATU RAL
Severe
Rainy
No
No
No
Yes
Khari (150mx25m)
31'17'04" 77'27'11"
Property
NA
Clay & Loose stone
MarniI(200mx100m)
31'15'39" 77'28'45"
Property
NA
CLAY
Severe
Rainy
No
No
No
Yes
Marni-II (300mx200m)
31'16'27" 77'29'03"
Property
NA
Clay
Severe
Rainy
No
No
No
Yes
Khari
Marni-I
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood CheckDams Live Hedge Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 15 Rms 7x2.5x3m=9 Nos 150 Rms 25 Rms 100 Rms 7x3x4m=12 Nos 30 Rms 100 Rms 15x3x4m=6 Nos Marni-II
105
Rate/ Unit (Rs) 62
Cost(Rs) 930
20177 9.6 62 9.6
1271151 1440 1550 960
29131 62 9.6
2447004 1860 960
29131
2621790
Volume: II Section III: Page No:
Sn2a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Barawag (400mx300m)
31'19'25" 77'32'07"
Chaber (1000mx500m )
31'20'05" 77'31'56"
Property
Property
MEASUR ES TAKEN
NA
NA
TYPE OF SOIL AND ROCK
CLAY
Clay
DEGREE OF SLOPES/SEV ERITY
MODERATE
Moderate
OCCURR ENCE(Se ason)
Rainy
Rainy
ROAD CONSTRUC TION
No
Yes
QUA RRY
No
No
OTHER CONSTRUC TIONS
No
No
Barawag
NAT URAL
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Chaber
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 15 Rms 180 Rms 15x2x2.5m= 9 Nos 10x2x2.5m= 13 Nos 30 Rms 160 Rms 15x2x2.5m= 7Nos 10x2x2.5m= 10 No
106
Rate/Unit (Rs) 62 9.6
Cost(Rs) 930 1728
17277
2332395
17277 62 9.6
2246010 1860 1536
17277
1814085
17277
1727700
Volume: II Section III: Page No:
Sn2d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURRE NCE(Seas on)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTRUC TIONS
NAT URAL
Barkha (200mx150m)
NA
CLAY
Severe
Rainy
No
No
No
Yes
31'15'51" 77'33'03"
Property
Barkha
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 12 Rms 180 Rms 20x2x2.5m=6 Nos
107
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 744 1728
17277
2073240
Volume: II Section III: Page No:
Sn2f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASUR ES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCUR RENCE( Season)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRUC TIONS
NAT URAL
NEW PRESCRIPTION Brushwood CheckDams CheckDams
Arhi Gad, 1500mx20m
31'21'31" 77'35'57"
Risk to life and property
NA
Loose stone
Severe
Rainy
No
No
No
Yes
Nau Nala, 100mx50m
31'21'53" 77'34'02"
Road and private land
NA
CLAY
VERY SEVERE
Rainy
No
Yes
No
Yes
Nau Nala
CheckDams Live Hedge Live Hedge Retaining Wall Gabion Arhi Gad
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 80 Rms 5x1.5x1.5m=8 Nos 8x1.5x1.5m=1 6 Nos 10x1.5x1.5m= 25 Nos 400 Rms 150 Rms 100x1.5x1.5m =1 No
108
Rate/Unit (Rs) 62
Cost(Rs) 4960
10033
401320
10033
1284224
10033 9.6 9.6
2508250 3840 1440
10033
1003300
Volume: II Section III: Page No:
Sn2g PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Neri, 150mx50m
31'21'34" 77'36'25"
Property
MEAS URES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SEV ERITY
MODERATE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTR UCTION
Yes
QUA RRY
No
OTHER CONSTR UCTIONS
No
NATU RAL
Yes
Neri-II, 225mx100m
31'21'33" 77'36'22"
Property
NA
Clay
Moderate
Rainy
Yes
No
No
Yes
Shaloon, 150mx25m
31'22'16" 77'35'49"
Property
NA
Clay
Moderate
Rainy
Yes
No
No
Yes
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 10 Rms 70 Rms 10x1.5x1.5m=16 Nos 20x1.5x1.5m=8 Nos 20 Rms 15x1.5x1.5m=8 Nos 10x1.5x1.5m=10 Nos 7x1.5x1.5m=7 Nos 10 Rms 100 Rms 10x2x2.5m=6 Nos
109
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 620 672
10033
1605280
10033 62
1605280 1240
10033
1203960
10033
1003300
10033 62 9.6
491617 620 960
17277
1036620
Volume: II Section III: Page No:
Neri
Neri-II
Comprehensive CAT Plan of Satluj River Basin
Shaloon
110
Volume: II Section III: Page No:
Sn2h PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASUR ES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURRE NCE(Seas on)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTRU CTIONS
NAT URAL
Bashri, 200mx75m
NA
Clay
Severe
Rainy
No
No
No
Yes
31'20'23" 77'40'51"
Property
NEW PRESCRIPTION Brushwood CheckDams CheckDams CheckDams Live Hedge CheckDams CheckDams
Dishidhar, 100mx50m
3120'17" 77'40'59"
Property
NA
Clay
Severe
Rainy
No
No
No
Yes
Shaili, 300mx30m
31'21'14" 77'39'24"
NA
NA
Clay
VERY SEVERE
Rainy
Yes
No
No
Yes
Comprehensive CAT Plan of Satluj River Basin
CheckDams Live Hedge Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 100 Rms 7x1.5x1.5m =3 Nos 15x1.5x1.5m=6Nos 10x1.5x1.5m=4 Nos 160 Rms 20x1.5x1.5m=4 Nos 15x1.5x1.5m=2 Nos 10x1.5x1.5m=3 Nos 80 Rms 10 Rms 120 Rms 10x1.5x1.5m=15N os
111
Rate/ Unit (Rs) 62 10033 10033
Cost(Rs) 6200 210693 902970
10033 9.6
401320 1536
10033
802640
10033
300990
10033 9.6 62 9.6
300990 768 620 1152
10033
1504950
Volume: II Section III: Page No:
Shaili
Dishidhar
Comprehensive CAT Plan of Satluj River Basin
Bashri
112
Volume: II Section III: Page No:
Sn2i PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRU CTIONS
NAT URAL
NEW PRESCRIPTION Brushwood CheckDams CheckDams
Beunthal, 400mx100m
31'20'57" 77'38'10"
Property
NA
Clay
Severe
Rainy
No
No
No
Yes
Jalashi, 30mx30m
31'21'10" 77'23'25"
NA
NA
Clay
Severe
Rainy
No
No
No
Yes
CheckDams Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood CheckDams Live Hedge CheckDams
Jalashi-II, 50mx20m
31'18'45" 77'42'51"
NA
NA
Clay
Severe
Rainy
No
No
No
Comprehensive CAT Plan of Satluj River Basin
Yes
CheckDams Live Hedge
NEW QUANTITY 115 Rms 15x1.5x1.5m=1 8 Nos 12x1.5x1.5m=3 Nos 20x1.5x1.5m=3 Nos 100 Rms 12x1.5x1.5m=3 Nos 20x1.5x1.5m=4 Nos 15x1.5x1.5m=3 Nos 110 Rms 15x1.5x1.5m=3 Nos 160 Rms 15x1.5x1.5m=1 2 Nos 12x1.5x1.5m=1 3 Nos 130 Rms
113
Rate/ Unit (Rs) 62
Cost(Rs) 7130
10033
2708910
10033
361188
10033 9.6
601980 960
10033
361188
10033
802640
10033 62
451485 6820
10033 9.6
451485 1536
10033
1805940
10033 9.6
1565148 1248
Volume: II Section III: Page No:
Jalashi
Jalashi-II
Comprehensive CAT Plan of Satluj River Basin
Beunthal
114
Volume: II Section III: Page No:
Sn2k PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Jaidhar (500mx30m)
Jalani (800mx150m)
31'19'02" 77'39'14"
31'19'06" 77'38'58"
Karalta (150mx20m)
31'20'37" 77'37'46"
Shakraida (500mx400m)
31'19'09" 77'38'00"
Property
Property
Property
Property
MEASU RES TAKEN
NA
NA
NA
NA
TYPE OF SOIL AND ROCK
Clay
Clay
Clay
Clay
DEGREE OF SLOPES/SE VERITY
Severe
Severe
Severe
Severe
OCCURRE NCE(Seas on)
Rainy
Rainy
Rainy
Rainy
ROAD CONSTR UCTION
Yes
Yes
No
Yes
QU ARR Y
No
No
No
No
OTHER CONSTR UCTIONS
No
No
No
No
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
Yes
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 50 Rms 5x2x2.5m=04N os 10x2x2.5m=05 Nos 15x2x2.5m=07 Nos 180 Rms 12x1.5x1.5m=1 2 Nos 150x3x4M = 01 No 10x1.5x1.5m=1 4 Nos 40 Rms 60 Rms 10x1.5x1.5m=0 3Nos 12x1.5x1.5m=0 2Nos 7x1.5x1.5m=03 Nos 120 Rms 12x1.5x1.5m=0 3Nos 10x1.5x1.5m=0 7Nos
115
Rate/Unit (Rs) 9.6
Cost(Rs) 480
17277
345540
17277
863850
17277 9.6
1814085 1728
10033
1444752
29131
4369650
10033 62 9.6
1404620 2480 576
10033
300990
10033
240792
10033 9.6
210693 1152
10033
361188
10033
702310
Volume: II Section III: Page No: Karalta
Shakraida
Jalani
Jaidhar
Comprehensive CAT Plan of Satluj River Basin
116
Volume: II Section III: Page No:
Sn2n PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Kungal Balti (500mx20m)
31'17'24" 77'37'46"
Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
Severe
OCCURRE NCE(Seas on)
Rainy
ROAD CONSTR UCTION
Yes
QUA RRY
No
OTHER CONSTRUC TIONS
No
Kungal Balti
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 50 Rms 15x2x2.5m =07Nos 5x2x2.5m= 08Nos
117
Rate/Unit (Rs) 9.6
Cost(Rs) 480
17277
1814085
17277
691080
Volume: II Section III: Page No:
Sp1b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Dogri (1 Kmsx150M)
31’20’50" 77’35’20"
Life & Property
Pipti Seri Lahasa (200x150m)
31’27’40" 77’35’09"
Life & Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay & Loose Stones
NA
Loose Stones
DEGREE OF SLOPES/SEV ERITY
Very Severe
Very Severe
OCCURR ENCE(Se ason)
Rainy
Rainy
ROAD CONSTRUC TION
Yes
Yes
QUA RRY
No
No
OTHER CONSTR UCTIONS
No
Yes
No
Pipti Seri Lahasa
Yes Dogri
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
NEW PRESCRIPTION Live Hedge Plantation of Soil binders like Ramban & Rubinia. Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 20 Rms
NA 12x3x4m = 10 Nos 12x3x4m = 08 Nos 50 Rms 15x3x4m = 04 Nos 20x3x4m = 06 Nos
118
Rate/ Unit (Rs) 9.6
Cost(Rs) 192
29131
3495720
29131 9.6
2796576 480
29131
1747860
29131
3495720
Volume: II Section III: Page No:
Sp1c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASURES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCUR RENCE( Season)
ROAD CONSTR UCTION
QU ARR Y
OTHER CONSTRUCTION S
NAT URAL
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion
Dwari Vill Slip, (200x200m)
Kund-I , (100x30m)
Kund-II , (500x200m)
31’29’50" 77’40’09"
31’29’50" 77’40’09"
31’29’30" 77’40’30"
Life & Property
Retaining Walls of 5-8m = 12 Nos
Life & Property
Retaining walls with CW 5x1.25x1.125= 32
Life & Property
Retaining Walls with CW 15x2x2m=50N os 10x2x2m=46N os
Clay & Loose Stones
Clay & Loose Stones
Very Severe
Very Severe
Rainy
Rainy
NA
No
NA
Due to heavy blasting by Rampur HEP for making underground tunnel
No
Due to heavy blasting by Rampur HEP for making underground tunnel
Retaining Wall Gabion
Yes
Yes
Retaining Wall Gabion Live Hedge Plantation of soil binders like Rambaan. Retaining Wall Gabion Live Hedge Retaining Wall Gabion
Clay & Loose Stones
Very Severe
Rainy
No
No
Comprehensive CAT Plan of Satluj River Basin
No
Yes
Retaining Wall Gabion
NEW QUANTIT Y 20 Rms 8x2x2.5 m= 06 Nos 10x2x2.5 m = 04 Nos 12x2x2.5 m = 03 Nos 10 Rms
NA 5x2x2.5 m = 12 Nos 50 rms 12x2x2.5 m = 08 Nos 10x2x2.5 m = 06 Nos
119
Rate/ Unit (Rs) 9.6
Cost(Rs) 192
17277
829296
17277
691080
17277 9.6
621972 96
17277 9.6
1036620 480
17277
1658592
17277
1036620
Volume: II Section III: Page No:
Dwari Vill Slip
Kund-I
Comprehensive CAT Plan of Satluj River Basin
Kund-II
120
Volume: II Section III: Page No:
Sp2a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Dogri Nala Slip , (2.5Kmx1Km)
31’31’20" 77’41’10"
Life & property
Kushwa Nala, (2 Kmx 80m)
31’31’01" 77’41’15"
Life & property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Loose Stones
NA
Loose Stones & Clay
DEGREE OF SLOPES/SE VERITY
Very Severe
Moderate
OCCURRE NCE(Seas on)
Rainy
Rainy
ROAD CONSTRU CTION
No
No
QUAR RY
No
No
OTHER CONSTR UCTIONS
No
No
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Plantation of Rubinia, Alinthus Lucinia, Baan and Soil binder bushes Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 500 Rms
NA 20x2x2.5 = 16 Nos 15x2x2.5 = 12 Nos 10x2x2.5 = 08 Nos 700 Rms 8x2x2.5m = 18 Nos 10x2x2.5m = 24 Nos
121
Rate/Uni t (Rs) 9.6
Cost(Rs) 4800
17277
5528640
17277
3109860
17277 9.6
1382160 6720
17277
2487888
17277
4146480
Volume: II Section III: Page No:
Dogri Nala Slip
Kushwa Nala
Comprehensive CAT Plan of Satluj River Basin
122
Volume: II Section III: Page No:
Sp3a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Kuiki Dhar, (100mx20m)
31'31'54" 77'45'00"
Peri, (3000mx500m )
31'32'14" 77'45'51"
Property
Property
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay
NA
Loose Stone
DEGREE OF SLOPES/SEV ERITY
Very Severe
Severe
OCCURR ENCE(Se ason)
Rainly
Rainly
ROAD CONSTRU CTION
No
Yes
QU ARR Y
No
No
OTHER CONSTRUC TIONS
No
No
Kuiki Dhar
NATU RAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Peri
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 400 Rms 7x1.5x1.5m=18 Nos 5x1.5x1.5m=15 Nos 50 Rms 200 Rms 5x1.5x1.25m = 11 Nos 7x1.5x1.25m = 15 Nos
123
Rate/ Unit (Rs) 9.6
Cost(Rs) 3840
10033
1264158
10033 62 9.6
752475 3100 1920
10033
551815
10033
1053465
Volume: II Section III: Page No:
Sp3b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Chandi (1000mx800m )
31'36'15" 77'45'18"
Life & Property
MEASURES TAKEN
Check dams were made but washed away.
TYPE OF SOIL AND ROCK
Loose Stone
DEGREE OF SLOPES/SE VERITY
Moderate
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRU CTION
No
QU ARR Y
No
OTHER CONSTR UCTIONS
No
Chandi
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood DeflectingSpur Drainage of water 20 mtr left & 20 mtr right side Live Hedge Plantation of Willow, Poplar Retaining Wall Gabion
124
Rate/ Unit (Rs) 62
Cost(Rs) 6200
16236
974160
1000 Rms 1000 Rms
9.6
9600
150 Plants. 15x3x4m = 06 Nos
29131
2621790
NEW QUANTITY 100 Rms 3x1.5x2m = 20 Nos
Volume: II Section III: Page No:
Sp3d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Kapridhar(50 mx30m)
31'36'40" 77'43'30"
Kurmi (40mx15m)
31'37'01" 77'43'20"
Property
Property
MEASU RES TAKEN
NA
NA
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Clay
Moderate
Clay
Very Severe
OCCURRE NCE(Seas on)
Rainy
Rainy
ROAD CONSTRU CTION
No
No
QUA RRY
No
No
OTHER CONSTRU CTIONS
No
No
Kurmi
NAT URAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
Kapridhar
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 200 Rms 15x1.5x1.5m=15 Nos 20x1.5x1.5m=12 Nos 300 Rms 12x1.5x1.5m =04 Nos 10x1.5x1.5m = 03 Nos
125
Rate/Uni t (Rs) 9.6
Cost(Rs) 1920
10033
2257425
10033 9.6
2407920 2880
10033
481584
10033
300990
Volume: II Section III: Page No:
Sp3f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Nanti (100mx200m)
31'36'52" 77'43'21"
Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
Very severe
OCCURRE NCE(Seas on)
Rainy
ROAD CONSTRUC TION
No
QUA RRY
No
OTHER CONSTRUC TIONS
No
Nanti
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 1800 Rms 15x1.5x1.5m =08Nos 12x1.5x1.5m =04Nos
126
Rate/U nit (Rs) 9.6
Cost(Rs) 17280
10033
1203960
10033
481584
Volume: II Section III: Page No:
Sp4a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEVE RITY
OCCUR RENCE( Season)
ROAD CONSTRUCTI ON
QUA RRY
OTHER CONSTRU CTIONS
NATU RAL
NEW PRESCRIPTIO N CheckDams CheckDams
Ratu (150mx100m)
31'33'26" 77'47'50"
Property
NA
Loose stone
Severe
Rainy
Yes
No
No
Ratu
Comprehensive CAT Plan of Satluj River Basin
Yes
CheckDams Live Hedge
NEW QUANTITY 25x1.5x1.5m = 08 Nos 15x1.5x1.5m =16 Nos 20x1.5x1.5m =12 Nos 1500 Rms
127
Rate/U nit (Rs)
Cost(Rs)
10033
2006600
10033
2407920
10033 9.6
2407920 14400
Volume: II Section III: Page No:
Sp4b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Kutru (500mx50m)
31'34'12" 77'49'09"
Property
MEAS URES TAKEN
NA
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Clay
Very Severe
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRUCTI ON
No
QUA RRY
No
OTHER CONSTRU CTIONS
No
Kutru
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 1000 Rms 12x1.5x1.5m =19 Nos 10x1.5x1.5m = 22Nos
128
Rate/Unit (Rs) 9.6
Cost(Rs) 9600
10033
2287524
10033
2207260
Volume: II Section III: Page No:
Sp5b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Talpa (800m x 50m)
31'38'15" 77'50'57"
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
Nil
Loose stone
DEGREE OF SLOPES/SEV ERITY
OCCURR ENCE(Se ason)
Very Severe
Rainy season
ROAD CONSTRUC TION
No
QUA RRY
No
OTHER CONSTRU CTIONS
NATUR AL
No
Yes due to glaciers
Talpa
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 6000 Rms 25x2x2.5m = 18 Nos 20x2.5x3m = 16 Nos
129
Rate/U nit (Rs) 9.6
Cost(Rs) 57600
17277
7774650
20177
6456640
Volume: II Section III: Page No:
Sp5c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Kumrang Khad (2.5Kms)
31'38'44" 77'50'36"
Property
MEAS URES TAKEN
Nil
TYPE OF SOIL AND ROCK
Loose stones
DEGREE OF SLOPES/SEV ERITY
Severe
OCCURRE NCE(Seas on)
Rainy and Glacier seasons
ROAD CONSTRUC TION
No
QUA RRY
No
OTHER CONSTRUC TIONS
No
Kumrang Khad
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
NEW PRESCRIPTION
Yes
DeflectingSpur Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 7x2x3m = 24 Nos 4000 Rms 20x2.5x3m= 17 Nos 25x2.5x3m= 14 Nos
130
Rate/Uni t (Rs)
Cost(Rs)
24515 9.6
4118520 38400
20177
6860180
20177
7061950
Volume: II Section III: Page No:
Sp5d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Left Side of Kamrang Khad (150m x100m)
31'38'52" 77'50'24"
Property
MEASUR ES TAKEN
Nil
TYPE OF SOIL AND ROCK
Loose stone
DEGREE OF SLOPES/SE VERITY
Severe
OCCURRE NCE(Seas on)
Rainy season
ROAD CONSTRU CTION
No
QUA RRY
No
OTHER CONSTR UCTIONS
No
Left Side of Kamrang Khad
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 2000 Rms 15x2.5x3m = 04 Nos 10x1.5x1.5m = 07 Nos 7x1.5x1.5m = 05 Nos
131
Rate/U nit (Rs) 9.6
Cost(Rs) 19200
20177
1210620
10033
702310
10033
351155
Volume: II Section III: Page No:
Sp6a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Deokhang (200mx50m)
31'34'27" 77'53'41"
Janti (250mx100m)
31'34'33" 77'53'16"
Property
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
Nil
Clay
Severe
Raiy season
Nil
Loose stone
Very Severe
Rainy season
ROAD CONSTRUC TION
Yes
Yes
QUA RRY
No
No
OTHER CONSTRUC TIONS
No
No
Janti
NAT URAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Deokhang
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 350 Rms 4x2x2.5m = 04 Nos 3x2x2.5m = 03 Nos 300 Rms 10x2.5x3m = 14 Nos 8x2.5x3m = 18 Nos
132
Rate/U nit (Rs) 9.6
Cost(Rs) 3360
17277
276432
17277 9.6
155493 2880
20177
2824780
20177
2905488
Volume: II Section III: Page No:
Sq1a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASURES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Talai Nursey (Barapani) (800x150m)
Retaining Walls 20x1x1 = 06 15x1x1 = 15 12x1x1 = 10 150x1x1 = 01
Sand & Stones
VERY SEVERE
31’23’14" 77’37’12"
NH 22 150m sinking into Satluj
OCCUR RENCE( Season)
Rainy
ROAD CONSTR UCTION
No
QUA RRY
No
OTHER CONSTRUC TIONS
No
Talai Nursey (Barapani)
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Proper drainage of water and safe water disposal Retaining Wall Gabion
133
NEW QUANTITY 280 Rms 370 Rms
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 17360 3552
NA 35x3x4m = 08 Nos
29131
8156680
Sq1b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY Kamlahu Nala , 25x15m - Qty 31’38’09" Life & 3 Nos 77’66’59" Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCUR RENCE( Season)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRUC TIONS
NATU RAL
NA
Hard Stones
Very Severe
Rainy
No
No
No
Yes
NA
Sand & Clay Mixed
Severe
Rainy
Yes
No
No
Yes
Very Severe
Rainy
No
No
No
Yes
Very Severe
Rainy
No
No
No
Yes
Kamlahu Vill , 100x50m
31’38’58" 77’66’85"
Property
Kareri Nala , 800x30m
31’22’59" 77’40’51"
Life & Property
NA
Clay & Loose Stones
Nalti Nal , 50x30m
31’38’45" 77’65’09"
Life & Property
NA
Hard Stones
Nalti Nal
Kumsu - Masarna Road
Kamlahu Vill
Comprehensive CAT Plan of Satluj River Basin
Volume: II Section III: Page No:
134
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Live Hedge Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion
Rate/U nit (Rs) 9.6
Cost(Rs) 1152
17277 9.6
829296 1440
17277 9.6
8638500 960
10033
1444752
10033 9.6
1123696 384
17277
2073240
NEW QUANTITY 120 Rms 8x2x2.5m = 6 Nos 150 Rms 20x2x2.5m = 25 Nos 100 Rms 12x1.5x1.5m = 12 Nos 8x1.5x1.5m = 14 Nos 40 Rms 10x2x2.5m = 12 Nos Kareri Nala
Volume: II Section III: Page No:
Sq1c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Darshal, 100x50m
31’39’35" 77’69’77"
Shog Nala, 150mx50m
31’38’81" 77’67’56"
Property
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Loose Stones
NA
Clay
DEGREE OF SLOPES/SEVE RITY
Very Severe
Very Severe
OCCURR ENCE(Se ason)
Rainy
Rainy
ROAD CONSTRU CTION
No
No
QUA RRY
No
No
OTHER CONSTRU CTIONS
No
No
Shog Nala
NATU RAL
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Darshal
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 25 Rms 150 Rms 15x2x2.5m = 06 Nos 10x2x2.5m = 08 Nos 20 Rms 200 Rms 20x2x2.5m = 06 Nos 15x2x2.5m = 04 Nos
135
Rate/Uni t (Rs) 62 9.6
Cost(Rs) 1550 1440
17277
1554930
17277 62 9.6
1382160 1240 1920
17277
2073240
17277
1036620
Volume: II Section III: Page No:
Sq1d PERFORMA FOR LANDSLIDE NAME OF LATITUDE/ DAMAGE/RI AREA/LOCATI LONGITUD SK TO LIFE & ON E PROPERTY
Gandra 90x35m
31’26’12" 77’43’44"
Kareri 15x25m
31’24’01" 77’43’32"
Khol Bai , 30x8m
31’26’15" 77’42’59"
Kuhl-l 85x20m
31’26’30" 77’43’52"
Property
Property
Property
Property
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay & Loose Stone
NA
Clay & Loose Stone
NA
Clay & Loose Stone
NA
Clay & Loose Stone
DEGREE OF SLOPES/SEV ERITY
Very Severe
Very Severe
Moderate
Moderate
OCCURRE NCE(Seas on)
Rainy
Rainy
Rainy
Rainy
ROAD CONSTRUC TION
No
No
No
No
QUA RRY
No
No
No
No
OTHER CONSTRUC TIONS
No
No
No
No
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
Yes
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 225 Rms 10x1.5x1.5m = 07 Nos 8x1.5x1.5m = 09 Nos 5x1.5x1.5m = 17 Nos 25 Rms 120 Rms 5x1.5x1.5m = 03 Nos 7x1.5x1.5m = 05 Nos 30 Rms 125 Rms 7x2x2.5m = 04 Nos 3x1.5x1.5m = 06 Nos 60 Rms 250 Rms 10x1.5x1.5m = 03 Nos 8x1.5x1.5m = 03 Nos 7x1.5x1.5m = 02 Nos
136
Rate/U nit (Rs) 9.6
Cost(Rs) 2160
10033
702310
10033
722376
10033 62 9.6
852805 1550 1152
10033
150495
10033 62 9.6
351155 1860 1200
17277
483756
10033 62 9.6
180594 3720 2400
10033
300990
10033
240792
10033
140462
Volume: II Section III: Page No:
Kuhl-lI 90x15m
Kundri , 15x10m
31’26’32" 77’43’58"
31’26’18" 77’43’18"
Majhali , 20mx10m
31’26’03" 77’42’33"
Sheel 120x10m
31’25’02" 77’43’42"
Urman 30x45m
31’24’42" 77’43’51"
Property
Property
Property
Property
Property
NA
NA
NA
NA
NA
Clay & Loose Stone
Clay & Loose Stone
Clay & Loose Stone
Loose Stone
Loose Stone
Moderate
Moderate
Moderate
Very Severe
Very Severe
Rainy
Rainy
Rainy
Rainy
Rainy
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Comprehensive CAT Plan of Satluj River Basin
Yes
Yes
Yes
Yes
Yes
Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
40 Rms 350 Rms 8x1.5x1.5m = 07 Nos 10x1.5x1.5m = 06 Nos 20 Rms 220 Rms 3x1.5x1.5m = 04 Nos 5x1.5x1.5m = 03 Nos 10x1.5x1.5m = 02 Nos 100 Rms 12x1.5x1.5m = 1 Nos 10x1.5x1.5m = 1 Nos 7x1.5x1.5m = 2 Nos 30 Rms 65 Rms 7x1.5x1.5m = 09 Nos 5x1.5x1.5m = 08 Nos 48 Rms 15x1.5x1.5m = 03 Nos 12x1.5x1.5m = 04 Nos
137
62 9.6
2480 3360
10033
561848
10033 62 9.6
601980 1240 2112
10033
120396
10033
150495
10033 9.6
200660 960
10033
120396
10033
100330
10033 62 9.6
140462 1860 624
10033
632079
10033 9.6
401320 460.8
10033
451485
10033
481584
Volume: II Section III: Page No: Gandra
Majhali
Kareri
Sheel
Khol Bai
Kundri
Kuhl-II
Comprehensive CAT Plan of Satluj River Basin
Urman
Kuhl-l
138
Volume: II Section III: Page No:
Sq1f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Barshol-I, 70mx15m
31’22’36" 77’44’33"
Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SEV ERITY
Very severe
OCCUR RENCE( Season)
Rainy
ROAD CONSTRUC TION
Yes
QUAR RY
No
OTHER CONSTR UCTIONS
No
NATU RAL
Yes
Barshol-II, 80mx20m
31’22’41" 77’44’31"
Property
NA
Clay
Very Severy
Rainy
Yes
No
No
Yes
Seri Majhali , 60mx10m
31’22’13" 77’44’34"
Property
NA
Clay
Very Severe
Rainy
Yes
No
No
Yes
Seri Majhali
Barshol-I
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Barshol-II
NEW QUANTITY 50 Rms 10x1.5x1.5m = 03 Nos 7x1.5x1.5m = 04 Nos 50 Rms 10x1.5x1.5m = 07 Nos 7x1.5x1.5m = 03 Nos 5x1.5x1.5m = 05 Nos 30 Rms 50 Rms 10x2x2.5m = 06 Nos
139
Rate/U nit (Rs) 9.6
Cost(Rs) 480
10033
300990
10033 9.6
280924 480
10033
702310
10033
210693
10033 62 9.6
250825 1860 480
17277
1036620
Volume: II Section III: Page No:
Sq1g PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Jogni-I 30mx20m
31’24’28" 77’45’41"
Jogni-II 60mx40m
31’24’25" 77’45’29"
Property
Property
MEAS URES TAKEN
NA
NA
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Clay
Very Severe
Clay
Very Severe
OCCUR RENCE( Season)
Rainy
Rainy
ROAD CONSTRUC TION
Yes
Yes
QUA RRY
No
No
OTHER CONSTRUC TIONS
No
No
Jogni-I
NATU RAL
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Jogni-II
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 50 Rms 20 Rms 15x2x2.5m = 01 No 12x2x2.5m = 01 Nos 130 Rms 10x2x2.5m = 02 Nos 8x2x2.5m = 02 Nos
140
Rate/Uni t (Rs) 62 9.6
Cost(Rs) 3100 192
17277
259155
17277 9.6
207324 1248
17277
345540
17277
276432
Volume: II Section III: Page No:
Sq1h PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURR ENCE(Se ason)
ROAD CONSTR UCTION
QUAR RY
OTHER CONSTRU CTIONS
NATU RAL
Agadhar-I 500mx20m
31’23’11" 77’44’13"
Property
NA
Hard Stone
Very severe
Rainy
Yes
No
No
Yes
Agadhar-II 500mx10m
31’23’09" 77’44’11"
Property
NA
Hard Stone
Very Severe
Rainy
Yes
No
No
Yes
Agadhar-III 500mx7m
31’23’06" 77’44’07"
Property
NA
Hard Stone
Very Severe
Rainy
Yes
No
No
Yes
Agadhar-I
Agadhar-II
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 25 Rms 200 Rms 3x1.5x1.5m = 08 Nos 30 Rms 200 Rms 3x1.5x1.5m = 15 Nos 20 Rms 200 Rms 3x1.5x1.5m = 12 Nos
Agadhar-III
141
Rate/Unit (Rs) 62 9.6
Cost(Rs) 1550 1920
10033 62 9.6
240792 1860 1920
10033 62 9.6
451485 1240 1920
10033
361188
Volume: II Section III: Page No:
Sq1k PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Nau Khad (2 Kmsx200m)
31’40’44" 77’82’87"
Near Rest House (100x400m)
31’40’33" 77’82’43"
Thurki (100x50m)
31’40’86" 77’83’66"
Property
Property
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay & Loose Stones
NA
Loose Stones
NA
Near Rest House
Clay
DEGREE OF SLOPES/SE VERITY
Moderate
Moderate
Moderate
OCCURR ENCE(Se ason)
Rainy
Rainy
Rainy
ROAD CONSTR UCTION
No
No
No
QUA RRY
No
No
No
OTHER CONSTRU CTIONS
No
No
No
Nau Khad
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 250 Rms 10x2x2.5m = 28 Nos 5x2x2.5m = 30 No 200 Rms 5x2x2.5m = 15 Nos 50x2.5x3m = 01 No 150 Rms 20x2x2.5m = 18 Nos 10x2x2.5m = 21 No Thurki
142
Rate/Unit (Rs) 9.6
Cost(Rs) 2400
17277
4837560
17277 9.6
2591550 1920
17277
1295775
20177 9.6
1008850 1440
17277
6219720
17277
3628170
Volume: II Section III: Page No:
Sq2a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY Bazir Bawari Slip , 31’40’85" 200mx100m 77’62’22" Property
Kalna Nala near NH , 50m x 50m
31’40’69" 77’63’01"
Lahasa Vill Slip , 100mx100m
31’44’20" 77’62’80"
Property
Property
Kalna Nala near NH
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURR ENCE(Se ason)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTRUC TIONS
NATU RAL
NA
Loose Stone
Very severe
Rainy
No
No
No
Yes
NA
Clay
Moderate
Rainy
Yes
No
No
Yes
NA
Clay & Loose Stone
Very severe
Rainy
No
No
Yes due to sewerage
Yes
Bazir Bawari Slip
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Live Hedge Net with nailing in 3 parts with plantation of grasses Shrubs
NEW QUANTITY 500 Rms 200x2x2.5m = 01 Nos 180 Rms 50x2x2.5m = 01 No 10x2x2.5m = 02 Nos 25x2x2.5m = 01 Nos 300 Rms
143
Rate/U nit (Rs) 9.6
Cost(Rs) 4800
17277 9.6
3455400 1728
17277
863850
17277
345540
17277 9.6
431925 2880
NA 100x100m Lahasa Vill Slip
Volume: II Section III: Page No:
Sq2c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Gaura Shah Village, (75x30m)
31’49’05" 77’71’35"
Life & Property
MEASU RES TAKEN
NA
TYPE OF SOIL AND ROCK
Clay
DEGREE OF SLOPES/SE VERITY
Very Severe
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRUC TION
No
QUA RRY
No
OTHER CONSTRUCTIONS Due to heavy blasting by Jhakri Project to make underground tunnel & Project Roads
Gaura Shah Village
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion
NEW QUANTITY 250 Rms 20x2.5x3m = 03 Nos
Retaining Wall Gabion
5x2x2.5m = 10 Nos
144
Rate/U nit (Rs) 9.6 20177
Cost(Rs) 2400 121062 0
17277
863850
Volume: II Section III: Page No:
Sq3a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURR ENCE(Se ason)
ROAD CONSTRUC TION
QUAR RY
OTHER CONSTRU CTIONS
NAT URAL
Damri, (300mx500m)
31'30'22" 77'46'33"
Dofda, (100mx200m)
31'27'44" 77'45'43"
Property
NA
Clay
Moderate
Rainy
Yes
No
No
Yes
Kuni (400mx25m)
31'29'32" 77'45'20"
Property
NA
Hard Stone
Very Severe
Rainy
No
No
No
Yes
Maghara (100mx10m)
31'28'17" 77'45'16"
Property
Property
NA
NA
Clay
Clay
Moderate
Moderate
Rainy
Rainy
No
Yes
No
No
No
No
Comprehensive CAT Plan of Satluj River Basin
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
145
Rate/U nit (Rs) 62 9.6
Cost(Rs) 930 960
10033
752475
10033
1203960
10033
351155
10033 62 9.6
401320 558 960
7x1.5x1.5 = 04Nos
10033
280924
5x1.5x1.5 = 05 Nos 40 Rms 200 Rms 6x1.5x1.5m = 07 Nos 07 Rms 100 Rms 10x1.5x1.5m = 04Nos 7x1.5x1.5m = 03 Nos
10033 62 9.6
250825 2480 1920
10033 62 9.6
421386 434 960
10033
401320
10033
210693
NEW QUANTITY 15 Rms 100 Rms 15x1.5x1.5m=05 Nos 10x1.5x1.5m=12 Nos 7x1.5x1.5m=05 Nos 5x1.5x1.5m= 08 Nos 09 Rms 100 Rms
Volume: II Section III: Page No: Dofda
Maghara
Kuni
Damri
Comprehensive CAT Plan of Satluj River Basin
146
Volume: II Section III: Page No:
Sq3b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURR ENCE(Se ason)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTRUC TIONS
NATU RAL
Very Severe
Rainy
No
No
No
Yes
Very Severe
Rainy
No
No
No
Yes
Bajwa Nala (1Kmx150m)
31'45'47" 77'80'33"
Property
NA
Loose Stones & Clay
Bajwa Vill (500mx150m)
31'44'99" 77'80'23"
Property
NA
Loose Stones
Daran,(50mx4 0m)
31'27'16" 77'46'02"
Property
NA
Clay
Very Severe
Rainy
Yes
No
No
Yes
Rama Slip, (650mx150m)
31'26'58" 77'46'16"
Life & Property
NA
Clay
Very severe
Rainy
No
No
No
Yes
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion
147
NEW QUANTITY 6 Rms 100 Rms 7x2x2.5m = 06 Nos 16Rms 100 Rms 7x2x2.5m=0 5Nos 06 Rms 200 Rms 15x1.5x1.5m = 02 Nos 10x1.5x1.5m =02 Nos 100 Rms 200 Rms 3x2x2.5m = 10 Nos
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 372 960
17277 62 9.6
725634 992 960
17277 62 9.6
604695 372 1920
10033
300990
10033 62 9.6
200660 6200 1920
17277
518310
Volume: II Section III: Page No: Rama Slip
Bajwa Nala
Bajwa Vill
Daran
Comprehensive CAT Plan of Satluj River Basin
148
Volume: II Section III: Page No:
Sq3c PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Ghartheda (30mx50m)
31'28'09" 77'49'07"
Kharaya (75mx50m)
31'28'05" 77'47'53"
Lothhoa (300mx90m)
31'28'01" 77'48'16"
Theda (20mx50m)
31'28'34" 77'46'59"
Property
Property
Property
Property
MEASU RES TAKEN
NA
NA
NA
NA
TYPE OF SOIL AND ROCK
Clay
Clay
Clay
Clay
DEGREE OF SLOPES/SEV ERITY
Very Severe
Very Severe
Very severe
Very Severe
OCCURRE NCE(Seas on)
Rainy
Rainy
Rainy
Rainy
ROAD CONSTR UCTION
No
No
No
No
QUA RRY
No
No
No
No
OTHER CONSTRU CTIONS
No
No
No
No
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
Yes
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 100 Rms 15x1.5x1.5m =01Nos 10x1.5x1.5m =02Nos 200 Rms 25x1.5x1.5m =01No 20x1.5x1.5m =01No 200 Rms 15x1.5x1.5m = 02 Nos 10x1.5x1.5m = 05 Nos 7x1.5x1.5m = 04 Nos 5x1.5x1.5m =04 Nos 100 Rms 7x1.5x1.5m= 1Nos 10x1.5x1.5m =1 Nos
149
Rate/U nit (Rs) 9.6
Cost(Rs) 960
10033
150495
10033 9.6
200660 1920
10033
250825
10033 9.6
200660 1920
10033
300990
10033
501650
10033
280924
10033 9.6
200660 960
10033
70231
10033
100330
Volume: II Section III: Page No: Ghartheda
Theda
Kharaya
Lothhoa
Comprehensive CAT Plan of Satluj River Basin
150
Volume: II Section III: Page No:
Sq3d PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
Dob (300mx75m)
31'45'54" 77'82'82"
Life and property
Sameri (500mx1Km)
31'45'80" 77'82'90"
Life and property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTR UCTION
QUA RRY
OTHER CONSTR UCTIONS
NATU RAL
NA
Clay & Loose stones
Very Severe
Rainy
No
No
No
Yes
NA
Clay & Sand stones
Very Severe
Rainy
No
No
No
Sameri
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Dob
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 18 Rms 100 Rms 8x2x2.5m = 15 Nos 14 Rms 200 Rms 500x3x4m=01 No, 10x2x2.5m=12 Nos
151
Rate/ Unit (Rs) 62 9.6
Cost(Rs) 1116 960
17277 62 9.6
2073240 868 1920
29131
14565500
17277
2073240
Volume: II Section III: Page No:
Sq3f PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Manglad (50mx300m)
31'28'04" 77'50'21"
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Loose Stone
DEGREE OF SLOPES/SEV ERITY
Very Severe
OCCUR RENCE( Season)
Rainy
ROAD CONSTR UCTION
No
QUA RRY
No
OTHER CONSTRU CTIONS
No
Manglad
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 15 Rms 200 Rms 20x2x2.5m = 10 Nos 25x2x2.5m = 04 Nos
152
Rate/U nit (Rs) 62 9.6
Cost(Rs) 930 1920
17277
3455400
17277
1727700
Volume: II Section III: Page No:
Sq4a PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURRE NCE(Seas on)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTR UCTIONS
NAT URAL
Majhgaon (20mx50m)
NA
Clay
Moderate
Rainy
Yes
No
No
Yes
31'30'28" 77'46'59"
Property
Majhgaon
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 20 Rms 50 Rms 15x1.5x1.5m = 02 Nos
153
Rate/U nit (Rs) 62 9.6
Cost(Rs) 1240 480
10033
300990
Volume: II Section III: Page No:
Sq4b PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Badhal (300mx400m)
31'33'37" 77'48'12"
Matla (50mx30m)
31'32'07" 77'48'14"
Shakari (40mx10m)
31'32'09" 77'48'57"
Property
Property
Property
MEAS URES TAKEN
NA
NA
NA
TYPE OF SOIL AND ROCK
Clay
Clay
Clay
DEGREE OF SLOPES/SE VERITY
Moderate
Moderate
Moderate
OCCURRE NCE(Seas on)
Rainy
Rainy
Rainy
ROAD CONSTRU CTION
Yes
Yes
Yes
QUA RRY
No
No
No
OTHER CONSTRU CTIONS
No
No
No
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 100 Rms 270 Rms 200x2x2.5m=0 2Nos 10x1.5x1.5m=0 6Nos 20 Rms 20 Rms 20x1.5x1.5m=2 Nos 30x1.5x1.5m=2 Nos 20 Rms 40 Rms 10x1.5x1.5m=4 Nos 7x1.5x1.5m=3 Nos
154
Rate/Uni t (Rs) 62 9.6
Cost(Rs) 6200 2592
17277
6910800
10033 62 9.6
601980 1240 192
10033
401320
10033 62 9.6
601980 1240 384
10033
401320
10033
210693
Volume: II Section III: Page No: Matla
Shakari
Badhal
Comprehensive CAT Plan of Satluj River Basin
155
Volume: II Section III: Page No:
Sq5b PERFORMA FOR LANDSLIDE NAME OF LATITUDE DAMAGE/RI AREA/LOCATI /LONGITU SK TO LIFE & ON DE PROPERTY
Solding (50mx200m)
31'53'73" 77'91'46"
Solding-I (300mx200m)
31'54'17" 77'91'54"
Property
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCUR RENCE( Season)
Nil
Sand and loose stone
VERY SEVERE
Rainy Season
Nil
Loose stone
Severe
Rainy season
ROAD CONSTR UCTION
No
No
QU ARR Y
No
No
OTHER CONSTR UCTIONS
No
No
NAT URAL
Yes
Yes
Solding
NEW PRESCRIPTION Cement spray at the top Live Hedge Retaining Wall Gabion Retaining Wall Gabion Cement spray at the top Live Hedge Retaining Wall Gabion Retaining Wall Gabion Solding-I
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY NA 1600 Rms 20x3x4m=6 Nos 50x3x4m=3 Nos NA 2000 Rms 20x3x4m=20 No 200x3x4m=1 Nos
156
Rate/ Unit (Rs)
Cost(Rs)
9.6 29131 29131
15360 3495720 4369650
9.6 29131 29131
19200 11652400 5826200
Volume: II Section III: Page No:
Sq5h PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Borcha (500mx100m)
31'54'02" 78'00'37"
Property
MEAS URES TAKEN
Nil
TYPE OF SOIL AND ROCK
Clay mixed with sand and loose stone
DEGREE OF SLOPES/SE VERITY
Very Severe
OCCURRE NCE(Seas on)
Rainy
ROAD CONSTRU CTION
No
QUA RRY
No
OTHER CONSTR UCTIONS
No
Borcha
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Brushwood Cement spray at the top Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 75 Rms NA 1000 Rms 12x2x2.5m = 08 Nos 10x2x2.5m = 07 Nos 8x2x2.5m = 10 Nos 15x2x2.5m = 06 Nos
157
Rate/U nit (Rs) 62
Cost(Rs) 4650
9.6
9600
17277
1658592
17277
1209390
17277
1382160
17277
1554930
Volume: II Section III: Page No:
Subcatchment No 01 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTRUC TIONS
NATU RAL
NEW PRESCRIPTION Live Hedge Plantation of Ramban in sliding areas, Cement spray ijn upper part of sliding area. Retaining Wall Gabion
Bargar (200x200m)
31'31'20" 78'00'46"
Furkime (500x300m)
31'31'30" 78'00'47"
Property
Property
NA
Clay
NA
Clay & Sand mixed
Very Severe
Rainy
No
No
No
Yes
Retaining Wall Gabion Live Hedge Retaining Wall Gabion
Very severe
Rainy
No
No
No
Gudmo Nala
Yes
Retaining Wall Gabion
Panvi Khad
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 200 Rms
NA 25x2x2.5m =06 Nos 30x2x2.5m = 08 Nos 320 Rms 3x1.5x1.5m = 05 Nos 5x1.5x1.5m = 06 Nos
158
Rate/ Unit (Rs) 9.6
Cost(Rs) 1920
17277
2591550
17277 9.6
4146480 3072
10033
150495
10033
300990
Volume: II Section III: Page No:
Subcatchment No 02 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURR ENCE(Se ason)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTR UCTIONS
NAT URAL
Melam (50x50m)
NA
Clay
Severe
Rany
No
No
No
Yes
31'30'11" 78'02'37"
Property
Melam
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion
NEW QUANTITY 120 Rms 8x2x2.5m = 03 Nos
159
Rate/ Unit (Rs) 9.6
Cost(Rs) 1152
17277
414648
Volume: II Section III: Page No:
Subcatchment No 04 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Thikru Slip (1000mx500m )
31'30'54" 78'07'31"
Property
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
NA
Clay & Loose stone
DEGREE OF SLOPES/SEV ERITY
Very Severe
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTRUC TION
No
QUA RRY
OTHER CONSTRUC TIONS
No
River base cutting
Thikru Slip
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Live Hedge Plantation of Rambaan & Nirgal in sliding area Retaining Wall Gabion
160
NEW QUANTITY 4000 Rms
Rate/ Unit (Rs) 9.6
Cost(Rs) 38400
NA 40x3x4m = 25 Nos
29131
29131000
Volume: II Section III: Page No:
Subcatchment No 07 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RISK AREA/LOCATI LATITUDE/L TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
Chamsu (500x1000m)
31'43'93" 78'22'42"
NA
NA
Palincha (500x500m)
31'44'49" 78'21'56"
NA
NA
Ruti Rang (500x500m)
31'43'69" 78'23'36"
NA
NA Chamsu
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURR ENCE(Se ason)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTRU CTIONS
NAT URAL
CLAY
VERY SEVERE
Rainy
No
No
No
Yes
CLAY
VERY SEVERE
Rainy
No
No
No
Yes
CLAY
VERY SEVERE
Rainy
No
No
No
Palincha
Comprehensive CAT Plan of Satluj River Basin
Yes
NEW PRESCRIPTION Brushwood Cement spray at the top Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Ruti Rang
NEW QUANTITY 40 Rms 60 mtrs 2000 Rms 20x2x2.5m= 10 Nos 30 Rms 1000 Rms 5x1.5x1.5m= 15 Nos 30 Rms 800 Rms 7x1.5x1.5m= 18 Nos 5x1.5x1.5m= 15 Nos
161
Rate/U nit (Rs) 62
Cost(Rs) 2480
9.6
19200
17277 62 9.6
3455400 1860 9600
10033 62 9.6
752475 1860 7680
10033
1264158
10033
752475
Volume: II Section III: Page No:
Subcatchment No 10 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Khatgo (100mx100m)
Rangte (200mx30m)
31'32'15" 78'08'04"
31'31'52" 78'08'19"
Property
Property
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
NA
Loose stone
Very Severe
NA
Loose stone
Very Severe
OCCURR ENCE(Se ason)
Rainy
Rainy
ROAD CONSTRUC TION
Yes
Yes
QUAR RY
No
No
OTHER CONSTR UCTIONS
No
No
Khatgo
NATU RAL
Yes
Yes
NEW PRESCRIPTION Brushwood Live Hedge Plantation of Rambaan in sliding area. Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
Rangte
Comprehensive CAT Plan of Satluj River Basin
NEW QUANTITY 40 Rms 200 Rms
NA 100x2.5x3m = 01 Nos 150 Rms 15x1.5x1.5m = 03 Nos 7x1.5x1.5m = 03 Nos 12x1.5x1.5m = 02 Nos
162
Rate/U nit (Rs) 62 9.6
Cost(Rs) 2480 1920
20177 9.6
2017700 1440
10033
451485
10033
210693
10033
240792
Volume: II Section III: Page No:
Subcatchment No 11 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
OCCURRE NCE(Seas on)
ROAD CONSTRU CTION
QUAR RY
OTHER CONSTRU CTIONS
NAT URAL
Ghaso Slip (150x60m)
31'33'37" 78'16'11"
Property
NA
Clay
Severe
Rainy
No
No
No
Yes
Khawangi (150x100m)
31'32'58" 7816'42"
Life & property
NA
Clay & Sandy
Very Severe
Rainy
No
No
No
Yes
Powari (2 Hact) Tilangi Dakho (1000mx200m )
31'33'09" 78'16'43"
Life & property
NA
Clay & loose stone
Very Severe
Rainy
Yes
No
No
Yes
31'34'03" 78'16'32"
Life & property
NA
Clay & Sandy
Very Severe
Rainy
No
No
No
Yes
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion
NEW QUANTITY 75 Rms 150 Rms 12x2x2.5m = 07 Nos 10x2x2.5m = 10 Nos 300 Rms 150x2x2.5m = 01 No 2000 Rms 50x3x4m = 20 Nos 50x2x2.5m = 06 Nos 1000Rms 50x2x2.5m = 18 Nos
163
Rate/Uni t (Rs) 62 9.6
Cost(Rs) 4650 1440
17277
1451268
17277 9.6
1727700 2880
17277 9.6
2591550 19200
29131
29131000
17277 9.6
5183100 9600
17277
15549300
Volume: II Section III: Page No:
Ghaso Slip
Powari
Khawangi
Tilangi Dakho
Comprehensive CAT Plan of Satluj River Basin
164
Volume: II Section III: Page No:
Subcatchment No 13 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Very Severe
Rainy
Severe
Rainy
Below old HT Pangi area (1Kmx250m)
31'35'41" 78'17'10"
Life & Property
NA
Clay with Loose Stone
Boktu (150mx30m)
31'35'17" 78'16'36"
Property
NA
Clay & Sand mixed
Pangi Kainchi (200mx200m)
31'34'59" 78'16'10"
Property
NA
Clay & Sand mixed
Severe
Pangi Khad (1.5x1 Kms)
31'35'31" 78'16'59"
Life & Property
NA
Clay with Loose Stone
Very Severe
OCCURR ENCE(Se ason)
Rainy
Rainy
ROAD CONSTRU CTION
QUA RRY
OTHER CONSTRU CTIONS
Yes
No
Due to heavy blastings
Yes
No
No
No
Yes
Yes
Yes
No
No
No
Due to heavy blastings
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Brushwood Live Hedge Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion
NEW QUANTITY 3000 Rms 8x1.5x1.5m = 21 Nos 5x1.5x1.5m = 11 Nos 70 Rms 200 Rms 7x1.5x1.5m = 43 Nos 300 Rms 15x2x2.5m 12 Nos 50x2x2.5m =04 Nos 2000 Rms 5x1.5x1.5m = 25 Nos 8x1.5x1.5m = 20 Nos
165
Rate/U nit (Rs) 9.6
Cost(Rs) 28800
10033
1685544
10033 62 9.6
551815 4340 1920
10033 9.6
3019933 2880
17277
3109860
17277 9.6
3455400 19200
10033
1254125
10033
1605280
Volume: II Section III: Page No:
Below old HT Pangi area
Boktu
Pangi Kainchi
Pangi Khad
Comprehensive CAT Plan of Satluj River Basin
166
Volume: II Section III: Page No:
Subcatchment No 15 PERFORMA FOR LANDSLIDE NAME OF AREA/LOCATI LATITUDE/L DAMAGE/RISK TO ON ONGITUDE LIFE & PROPERTY
MEASURE S TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEVERI TY
OCCURREN CE(Season)
ROAD CONSTRUCT ION
QUA RRY
OTHER CONSTRUCTI ONS
NAT URA L
Khadra Dhank
31'34'49" 78'22'48"
Consultant visit required
NA
LOSE STONE
VERY SEVERE
Rainy
No
No
No
Yes
Tarakdin Area to Dunag
31'35'55" 78'22'14"
Consultant visit required
NA
LOSE STONE
VERY SEVERE
Rainy
No
No
No
Yes
Khadra Dhank
NEW PRESCRIPT ION Consultant visit required Consultant visit required
Tarakdin Area to Dunag
Comprehensive CAT Plan of Satluj River Basin
167
NEW QUANTI TY
NA
NA
Rate/U nit (Rs)
Cost (Rs)
Volume: II Section III: Page No:
Subcatchment No 16 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Gandum Shurpa (500x500m)
31'39'46" 78'19'41"
Jajrang (10 Hacs)
31'39'37" 78'19'52"
Property
Property
MEAS URES TAKEN
NA
NA
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
CLAY
VERY SEVERE
CLAY
VERY SEVERE
OCCURR ENCE(Se ason)
Rainy
Rainy
ROAD CONSTRUC TION
Yes
Yes
QUAR RY
No
No
OTHER CONSTRU CTIONS
No
No
NAT URAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion CheckDams CheckDams
Lippa Bridge (100x100m)
31'39'20" 78'23'00"
Property
NA
CLAY
VERY SEVERE
Rainy
Yes
No
No
Comprehensive CAT Plan of Satluj River Basin
Yes
CheckDams Live Hedge Retaining Wall Gabion
168
NEW QUANTITY 500 Rms
Rate/Uni t (Rs) 9.6
Cost(Rs) 4800
7x3x4m=7 Nos
29131
1427419
5x3x4m=13 Nos 2200 Rms 7x2x2.5m=52 Nos 10x2x2.5m=36 Nos 5x2x2.5m=06 Nos 10x2x2.5m=04 Nos 8x2x2.5m=07 Nos 300 Rms 10x2x2.5m=06 Nos
29131 9.6
1893515 21120
17277
6288828
17277
6219720
17277
518310
17277
691080
17277 9.6
967512 2880
17277
1036620
Volume: II Section III: Page No:
Gandum Shurpa
Jajrang
Lippa Bridge
Comprehensive CAT Plan of Satluj River Basin
169
Volume: II Section III: Page No:
Subcatchment No 17 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Shrimati Dhang (500mx300m)
Spillo (500mx100m)
31'39'50" 78'26'43"
31'39,01" 78'26'31"
Property
Life & Property
MEASU RES TAKEN
NA
NA
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SE VERITY
Clay
Very Severe
Clay & Sand mixed
Very Severe
OCCUR RENCE( Season)
Rainy
Rainy
ROAD CONSTR UCTION
Yes
Yes
QUA RRY
No
No
OTHER CONSTRU CTIONS
No
River base cutting
Shrimati Dhang
Comprehensive CAT Plan of Satluj River Basin
NAT URAL
Yes
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Live Hedge Retaining Wall Gabion Retaining Wall Gabion Safe drainage of water to either side to Kanam Nala
Spillo
NEW QUANTITY 200 Rms 3x1.5x1.5m = 17 Nos 4x1.5x1.5m = 11 Nos 150 Rms 150x2x2.5m = 01 No, 8x2x2.5m = 13 Nos
NA
170
Rate/Uni t (Rs) 9.6
Cost(Rs) 1920
10033
511683
10033 9.6
441452 1440
17277
2591550
17277
1796808
Volume: II Section III: Page No:
Subcatchment No 18 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
MEASU RES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURRE NCE(Seas on)
ROAD CONSTRUC TION
QUAR RY
OTHER CONSTR UCTIONS
NAT URAL
Ropa Village (500x500m)
NA
LOSE STONE
VERY SEVERE
Rainy
No
No
No
Yes
31'79'58" 78'42'21"
NA
Ropa Village
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTI ON Live Hedge Retaining Wall Gabion
171
NEW QUANTITY 300 Rms
Rate/Unit (Rs) 9.6
Cost(Rs) 2880
1x1.5x1.5m =70 Nos
10033
702310
Volume: II Section III: Page No:
Subcatchment No 20 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY Namgia Slip (1000x800m)
31'80'24" 78'65'94"
Life & Property
MEASURES TAKEN Check Walls Crate Wire=75 Nos
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEVE RITY
OCCUR RENCE( Season)
ROAD CONSTR UCTION
QUA RRY
OTHER CONSTR UCTIONS
NATU RAL
LOSE STONE
VERY SEVERE
Rainy
No
No
No
Yes
Namgia Slip
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion
NEW QUANTITY 400 Rms 4x1.5x1.5m =70 Nos
172
Rate/U nit (Rs) 9.6
Cost(Rs) 3840
10033
2809240
Volume: II Section III: Page No:
Subcatchment No 22 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCUR RENCE( Season)
ROAD CONSTRUC TION
QUA RRY
OTHER CONSTR UCTIONS
NAT URAL
Nangkirang (200x50 m)
NA
LOSE STONE
VERY SEVERE
Rainy
No
No
No
Yes
31'56'18" 78'46'77"
Property & Life
Nangkirang
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion
173
NEW QUANTITY 450 Rms
Rate/U nit (Rs) 9.6
Cost(Rs) 4320
15x2x2.5m=3 Nos
17277
777465
Volume: II Section III: Page No:
Subcatchment No 23 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RIS AREA/LOCATI LATITUDE/L K TO LIFE & ON ONGITUDE PROPERTY
Ribba Slip (50x60 m)
31'58'27" 78'37'48"
Property
MEAS URES TAKEN
NA
TYPE OF SOIL AND ROCK
LOSE STONE
DEGREE OF SLOPES/SE VERITY
VERY SEVERE
OCCURR ENCE(Se ason)
Rainy
ROAD CONSTR UCTION
No
QUA RRY
No
OTHER CONSTR UCTIONS
No
Ribba Slip
Comprehensive CAT Plan of Satluj River Basin
NATU RAL
Yes
NEW PRESCRIPTION Live Hedge Retaining Wall Gabion Retaining Wall Gabion Retaining Wall Gabion
174
NEW QUANTITY 400 Rms 10x3x4m=4 Nos
Rate/Uni t (Rs) 9.6
Cost(Rs) 3840
29131
1165240
12x3x4m=1 No 5x2x2.5m=10 Nos
29131
349572
17277
863850
Volume: II Section III: Page No:
Subcatchment No 24 PERFORMA FOR LANDSLIDE NAME OF DAMAGE/RI AREA/LOCATI LATITUDE/L SK TO LIFE & ON ONGITUDE PROPERTY
Lal Dhank (500mx500m)
31'51'26" 78'25'06"
Property
MEAS URES TAKEN
TYPE OF SOIL AND ROCK
DEGREE OF SLOPES/SEV ERITY
OCCURREN CE(Season)
ROAD CONSTRU CTION
QUA RRY
OTHER CONSTRUC TIONS
NATU RAL
NA
Clay with loose stone
Very Severe
Rainy
Yes
No
No
Yes
Lal Dhank
Comprehensive CAT Plan of Satluj River Basin
NEW PRESCRIPTION Brushwood Live Hedge Retaining Wall Gabion
NEW QUANTITY 500 Rms 600 Rms 20x3x4m = 25 Nos
175
Rate/Uni t (Rs) 62 9.6
Cost(Rs) 31000 5760
29131
14565500
Volume: II Section IV Page No:
Section 4: Estimates & Cost Models 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
Comprehensive CAT Plan of Satluj River Basin
176
Volume: II Section IV Page No:
CHECK DAM ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2
0.5
1
1
1
2
0.3
0.6
Rate
Unit
Amount
198.6
m3
317.76
2900
m3
9715
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
1.6 b) Gabion Structure
c) Apron
1
1
1
1
1
1
1
1.5
0.5
0.75
1
1
2
0.5
1
1
1
2
0.3
0.6 3.35
Total Comprehensive CAT Plan of Satluj River Basin
10032.76
10033
177
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
178
Volume: II Section IV Page No:
CHECK DAM ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2.5
0.5
1.25
1
1
3.5
0.3
1.05
Rate
Unit
Amount
198.6
m3
456.78
2900
m3
16820
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
2.3 b) Gabion Structure
c) Apron
1
1
1
1
1
1
1
1
1
1.5
1
1.5
2
0.5
1
1
1
2.5
0.5
1.25
1
1
3.5
0.3
1.05 5.8
Total Comprehensive CAT Plan of Satluj River Basin
17276.78
17277
179
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
180
Volume: II Section IV Page No:
CHECK DAM ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2.5
0.5
1.25
1
1
3.5
0.3
1.05
Rate
Unit
Amount
198.6
m3
456.78
2900
m3
19720
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
2.3 b) Gabion Structure
c) Apron
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
3.5
0.3
1.05 6.8
Total
Comprehensive CAT Plan of Satluj River Basin
20176.78
20177
181
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
182
Volume: II Section IV Page No:
CHECK DAM ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
3
0.5
1.5
1
1
4.5
0.3
1.35
Rate
Unit
Amount
198.6
m3
566.01
2900
m3
28565
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
2.85 b) Gabion Structure
c) Apron
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
1
1
4.5
0.3
1.35 9.85
Total
Comprehensive CAT Plan of Satluj River Basin
29131.01
29131
183
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
184
Volume: II Section IV Page No:
185
RETAINING WALL ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2
0.5
1
1
1
2
0.3
0.6
Rate
Unit
Amount
198.6
m3
317.76
2900
m3
9715
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
1.6 b) Gabion Structure
c) Apron
1
1
1
1
1
1
1
1.5
0.5
0.75
1
1
2
0.5
1
1
1
2
0.3
0.6 3.35
Total
Comprehensive CAT Plan of Satluj River Basin
10032.76
10033
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
186
Volume: II Section IV Page No:
RETAINING WALL ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2.5
0.5
1.25
1
1
3.5
0.3
1.05
Rate
Unit
Amount
198.6
m3
456.78
2900
m3
16820
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
2.3 b) Gabion Structure
c) Apron
1
1
1
1
1
1
1
1
1
1.5
1
1.5
2
0.5
1
1
1
2.5
0.5
1.25
1
1
3.5
0.3
1.05 5.8
Total Comprehensive CAT Plan of Satluj River Basin
17276.78
17277
187
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
188
Volume: II Section IV Page No:
RETAINING WALL ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2.5
0.5
1.25
1
1
3.5
0.3
1.05
Rate
Unit
Amount
198.6
m3
456.78
2900
m3
19720
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
2.3 b) Gabion Structure
c) Apron
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
3.5
0.3
1.05 6.8
Total
Comprehensive CAT Plan of Satluj River Basin
20176.78
20177
189
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
190
Volume: II Section IV Page No:
RETAINING WALL ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
3
0.5
1.5
1
1
4.5
0.3
1.35
Rate
Unit
Amount
198.6
m3
566.01
2900
m3
28565
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
2.85 b) Gabion Structure
c) Apron
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
1
1
4.5
0.3
1.35 9.85
Total
Comprehensive CAT Plan of Satluj River Basin
29131.01
29131
191
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
192
Volume: II Section IV Page No:
SPUR ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
2
1
2
1
1
3
0.3
0.9
Rate
Unit
Amount
198.6
m3
575.94
2900
m3
15660
Say Per Rm
Deflecting Spur Gabions of Size â&#x20AC;&#x201C; 1.5X2M a) Excavation
2.9 b) Gabion Structure
c) Apron
1
1
1
1
1
1
1
1.5
1
1.5
1
1
2
1
2
1
1
3
0.3
0.9 5.4
Total
Comprehensive CAT Plan of Satluj River Basin
16235.94
16236
193
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
194
Volume: II Section IV Page No:
195
SPUR ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
1
1
3
1
3
1
1
4
0.3
1.2
Rate
Unit
Amount
198.6
m3
834.12
2900
m3
28855
Say Per Rm
Gabions of Size â&#x20AC;&#x201C; 2X3.5M a) Excavation
4.2 b) Gabion Structure
c) Apron
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
1
1
4
0.3
1.2 9.95
Total
Comprehensive CAT Plan of Satluj River Basin
29689.12
29689
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
196
Volume: II Section IV Page No:
SPUR ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
Deflecting Spur Gabions of Size â&#x20AC;&#x201C; 2X3M
1
1
2.5
1
2.5
a) Excavation
1
1
4
0.3
1.2 3.7
b) Gabion Structure
c) Apron
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
4
0.3
1.2 8.2
Rate
Unit
198.6
m3
734.82
2900
m3
23780
Total
Comprehensive CAT Plan of Satluj River Basin
Amount
24514.82
Say Per Rm
24515
197
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
198
Volume: II Section IV Page No:
199
DROP STRUCTURE ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
Rate
Unit
Amount
Say Per Rm
Drop Structure Gabion Gabions of Size â&#x20AC;&#x201C; 3X4M a) Excavation
1
1
3
1
3
1
1
5
0.5
2.5 5.5
b) Gabion Structure
5
1
3
1
15
d) Apron
1
1
5
0.5
2.5 17.5
198.6
m3
1092.3
2900
m3
50750
Total
Comprehensive CAT Plan of Satluj River Basin
51842.3
51842
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
200
Volume: II Section IV Page No:
201
DROP STRUCTURE ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
Rate
Unit
Amount
Say Per Rm
Drop Structure Gabion Gabions of Size â&#x20AC;&#x201C; 4X5M a) Excavation
1
1
3
1
3
1
1
5
0.5
2.5 5.5
b) Gabion Structure
5
1
3
1
15
d) Apron
1
1
5
0.5
2.5 17.5
198.6
m3
1092.3
2900
m3
50750
Total
Comprehensive CAT Plan of Satluj River Basin
51842.3
51842
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
202
Volume: II Section IV Page No:
203
SILT DETENTION DAMS ESTIMATE
Item No Silt Detention Dams in Gabion Gabions of Size – 2X3M a) Excavation
b) Gabion Structure
c) Apron
No
1 1 1 1 1 1 1
Length Breadth Depth Quantity
1 1 1 1 1 1 1
2.5 3.5 1 1.5 2 2.5 3.5
0.5 0.3 1 1 1 0.5 0.3
Rate
Unit
1.25 1.05 2.3 198.6 m3 1 1.5 2 1.25 1.05 6.8 2900 m3 Total
Comprehensive CAT Plan of Satluj River Basin
Amount
Say Per Rm
456.78
19720 20176.78
20177
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
204
Volume: II Section IV Page No:
205
SILT DETENTION DAMS ESTIMATE
Item No Silt Detention Dams in Gabion Gabions of Size – 3X4M a) Excavation
b) Gabion Structure
c) Apron
No
Length
Breadth
Depth Quantity
1 1
1 1
3 4.5
0.5 0.3
1 1 1 1 1 1
1 1 1 1 1 1
1 1.5 2 2.5 3 4.5
1 1 1 1 0.5 0.3
Comprehensive CAT Plan of Satluj River Basin
Rate
Unit
1.5 1.35 2.85 198.6 m3 1 1.5 2 2.5 1.5 1.35 9.85 2900 m3 Total
Amount
Say Per Rm
566.01
28565 29131.01
29131
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
206
Volume: II Section IV Page No:
207
DROP STRUCTURE ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
Rate
Unit
Amount
Say Per Rm
Drop Structure Gabion Gabions of Size â&#x20AC;&#x201C; 3X3M a) Excavation
1
1
3
1
3
1
1
4
0.5
2 5
b) Gabion Structure
4
1
3
1
12
d) Apron
1
1
4
0.5
2 14
198.6
m3
993
2900
m3
40600
Total
Comprehensive CAT Plan of Satluj River Basin
41593
41593
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
208
Volume: II Section IV Page No:
209
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 â&#x20AC;&#x201C; 5X3M a) Excavation
2
1
2.5
1
5.00
1
1
5
0.5
2.50 7.50
b) Gabion Structure
d) Apron
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
1
1
5
0.5
2.50 16.50
198.6
m3
993
2900
m3
47850.00
Total
Comprehensive CAT Plan of Satluj River Basin
49339.50
49340
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
210
Volume: II Section IV Page No:
211
Toe Wall Gabion ESTIMATE Item No
No
Length
Breadth
Depth
Quantity
Rate
Unit
Amount
Say Per Rm
Toe Wall Gabion Gabions of Size â&#x20AC;&#x201C; 4X6M a) Excavation
1
1
4
1
4.00
1
1
5
0.3
1.50 5.50
b) Gabion Structure
d) Apron
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
1
1
5
0.3
1.50 15.50
198.6
m3
993
2900
m3
44950.00
Total
Comprehensive CAT Plan of Satluj River Basin
46042.30
46042.00
Volume: II Section IV Page No:
Comprehensive CAT Plan of Satluj River Basin
212
Volume: II Section 5 Chapter 1 Page No:
213
Section 5: Chapter : 1 Nalas with heavy Debris Flow Subcatchment No 7 Name of Nala
:
Bassing Nala
Latitude & Longitude
:
31'21'01" 78'25'14"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Batseri Nala
Latitude & Longitude
:
31'24'54" 78'17'32"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
214
Volume: II Section 5 Chapter 1 Page No:
215
Name of Nala
:
Chansu Nala
Latitude & Longitude
:
31'43'93" 78'22'42"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Chispan Nala
Latitude & Longitude
:
31'24'25" 78'19'07"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
216
Volume: II Section 5 Chapter 1 Page No:
217
Name of Nala
:
Chitkul Nala
Latitude & Longitude
:
31'21'03" 78'25'26"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Hurwa Nala
Latitude & Longitude
:
31'25'09" 78'17'18"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
218
Volume: II Section 5 Chapter 1 Page No:
219
Name of Nala
:
Mastrang Khad
Latitude & Longitude
:
31'22'18" 78'22'58"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Nardo Khad
Latitude & Longitude
:
31'21'03" 78'25'26"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
220
Volume: II Section 5 Chapter 1 Page No:
221
Name of Nala
:
Rukti Khad
Latitude & Longitude
:
31'41'80" 78'26'73"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Shane Khad
Latitude & Longitude
:
31'22'18" 78'23'18"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
222
Volume: II Section 5 Chapter 1 Page No:
223
Name of Nala
:
Shushang Khad
Latitude & Longitude
:
31'21'48" 78'23'57"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Tong Tongche Nala
Latitude & Longitude
:
31'42'82" 78'26'23"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
224
Volume: II Section 5 Chapter 1 Page No:
225
Subcatchment No 10 Name of Nala
:
Chagaon Village
Latitude & Longitude
:
31'31'50" 78'05'11"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Pagal Nala
Latitude & Longitude
:
31'31'57" 78'02'49"
No of Debris Flow Barrier
:
01
.
Comprehensive hensive CAT Plan of Satluj River Basin
226
Volume: II Section 5 Chapter 1 Page No:
227
Subcatchment No 14 Name of Nala
:
Darbal Nala
Latitude & Longitude
:
31'31'50" 78'05'11"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Shiran Nala
Latitude & Longitude
:
31'38'57" 78'16'27"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
228
Volume: II Section 5 Chapter 1 Page No:
229
Subcatchment No 16 Name of Nala
:
Pejar Khad
Latitude & Longitude
:
31'39'21" 78'22'56"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Thangring Nala
Latitude & Longitude
:
31'40'09" 78'18'42"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
230
Volume: II Section 5 Chapter 1 Page No:
231
Subcatchment No 18 Name of Nala
:
Bhagat Nala
Latitude & Longitude
:
31'39'21" 78'22'56"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Ropa Nala
Latitude & Longitude
:
31'79'49" 78'42'25"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
232
Volume: II Section 5 Chapter 1 Page No:
233
Subcatchment No 19A Name of Nala
:
Lifu Nala/Leo Khad
Latitude & Longitude
:
31’53’03” 78’34’52”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Subcatchment No 19B Name of Nala
:
Giew Nala
Latitude & Longitude
:
32’04’20” 78’35’45”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
234
Volume: II Section 5 Chapter 1 Page No:
235
Subcatchment No 19C Name of Nala
:
Lingti Khad
Latitude & Longitude
:
32’06’44” 78’10’39’
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Tabo Nala
Latitude & Longitude
:
32’05’37” 78’22’04”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
236
Volume: II Section 5 Chapter 1 Page No:
237
19 Subcatchment No 19D Name of Nala
:
Shilla Nala
Latitude & Longitude
:
32’15’04” 78’03’08”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Subcatchment No 19E Name of Nala
:
Thuna Nala (Hansa)
Latitude & Longitude
:
32’27’04” 77’52’35”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
238
Volume: II Section 5 Chapter 1 Page No:
239
Subcatchment No 19F Name of Nala
:
Losar Nala
Latitude & Longitude
:
32’26’02” 77’45’31”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Gyundi Nala
Latitude & Longitude
:
33’19’36” 77’55’04”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
240
Volume: II Section 5 Chapter 1 Page No:
241
Subcatchment No 19G Name of Nala
:
Rongtong Khad/Rangrik Khad
Latitude & Longitude
:
32’14’19” 7802’15”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Subcatchment No 19H Name of Nala
:
Pin River
Latitude & Longitude
:
32’05’38” 78’09’23”
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
242
Volume: II Section 5 Chapter 1 Page No:
243
Subcatchment No 20 Name of Nala
:
Dabling Nala
Latitude & Longitude
:
31'74'16" 78'63'19"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Name of Nala
:
Khab Nala
Latitude & Longitude
:
31'78'88" 78'64'41"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
244
Volume: II Section 5 Chapter 1 Page No:
245
Name of Nala
:
Namgiya
Latitude & Longitude
:
31'80'11" 78'66'25"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Subcatchment No 21 Name of Nala
:
Gurik Nala
Latitude & Longitude
:
31'66'05" 78'48'87"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
2 246
Volume: II Section 5 Chapter 1 Page No:
247
Name of Nala
:
Tumnang Nala
Latitude & Longitude
:
31'64'38" 78'51'96"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Subcatchment No 22 Name of Nala
:
Khokpa Nala
Latitude & Longitude
:
31'58'95" 78'45'28"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
248
Volume: II Section 5 Chapter 1 Page No:
249
Name of Nala
:
Thangi Nala
Latitude & Longitude
:
31'64'38" 78'51'96"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 1 Page No:
Subcatchment No 23 Name of Nala
:
Rialding Khad
Latitude & Longitude
:
31'58'47" 78'37'21"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
250
Volume: II Section 5 Chapter 1 Page No:
251
Subcatchment No 24 Name of Nala
:
Ralli Nala
Latitude & Longitude
:
31'50'36" 78'23'18"
No of Debris Flow Barrier
:
01
Comprehensive hensive CAT Plan of Satluj River Basin
Volume: II Section 5 Chapter 2 Page No:
252
Chapter : 2 Costing Name of Location Ser No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
29
Subcatchment-7 Bassing Nala Batseri Nala Chansu Nala Chispan Nala Chitkul Nala Hurwa Nala Mastrang Khad Nardo Khad Rukti Khad Shane Khad Shusang Khad Tong Tongche Nala Subcatchment-10 Chagaon Village Pagal Nala Subcatchment-14 Darbal Nala Shiran Nala Subcatchment-16 Pejar Khad Thangring Nala Subcatchment-18 Bhagat Nala Ropa Nala Subcatchment-19A Lifu Nala/Leo Khad Subcatchment-19B Giew Nala Subcatchment-19C Lingti Khad Tabo Nala Subcatchment-19D Shilla Nala Subcatchment-19E Thuna Nala (Hansa) Subcatchment-19F Losar Nala Gyundi Nala Subcatchment-19G Rongtong Khad/Rangrik Khad
No of Barriers
Unit Cost
Total Cost
75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000
75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000 75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000
75,00,000
1 75,00,000
75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000
75,00,000
1 75,00,000
75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 1 1 1 1 1 1 1 1 1 1 1
1 75,00,000
Comprehensive hensive CAT Plan of Satluj River Basin
75,00,000
Volume: II Section 5 Chapter 2 Page No:
30 31 32 33 34 35 36 37 38 39 Total
Subcatchment-19H Subcatchment Pin River Subcatchment Subcatchment-20 Dabling Nala Khab Nala Namgiya Subcatchment Subcatchment-21 Gurik Nala Tumnang Nala Subcatchment Subcatchment-22 Khokpa Nala Thangi Nala Subcatchment Subcatchment-23 Rialding Khad Subcatchment Subcatchment-24 Ralli Nala
253
1 75,00,000
75,00,000
1 75,00,000 1 75,00,000 1 75,00,000
75,00,000 75,00,000 75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000 1 75,00,000
75,00,000 75,00,000
1 75,00,000
75,00,000
1 75,00,000
75,00,000 29,25,00,000
Comprehensive hensive CAT Plan of Satluj River Basin