` GOVERNMENT OF ARUNACHAL PRADESH OFFICE OF THE CHIEF ENGINEER, EASTERN ZONE, PWD, ITANAGAR-791111 PUBLIC WORKS DEPARTMENT PRE-FEASIBILITY REPORT. NAME OF WORK :: TRANS ARUNACHAL HIGHWAY SEGMEN :: BAME TO DAPORIJO (SUBANSIRI BRIDGE POINT) 113.10 KM Projected Cost :- Rs 482.47 Crores
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GOVERNMENT OF ARUNACHAL PRADESH OFFICE OF THE CHIEF ENGINEER,
EASTERN ZONE, PWD, ITANAGAR-791111
PUBLIC WORKS DEPARTMENT
PRE-FEASIBILITY REPORT.
NAME OF WORK :: TRANS ARUNACHAL HIGHWAY SEGMEN :: BAME TO DAPORIJO
(SUBANSIRI BRIDGE POINT) 113.10 KM
Projected Cost :- Rs 482.47 Crores
C O N T E N T S
Chapter Contents Pages
CHAPTER – 1 :
Executive Summary 1-5
CHAPTER –2 SOCIO-ECONOMIC PROFILE.
6-22
CHAPTER – 3 PROJECT ROAD CHARACTERISTICS.
23-28
CHAPTER –4 SURVEY, INVESTIGATION AND DATA COLLECTION.
29-33
CHAPTER – 5 IMPROVEMENT PROPOSAL
34-37
CHAPTER – 6 COST ESTIMATE.
38-60
INVENTORIES Culverts
61-67
Bridges Inventories 68
Road Inventory 69-77
Pavement 78
Bridge Condition 79
Walls, 80-82
Assets 83
DRAWING Key Plan 5 A
Index Plan 28 A
CHAPTER-1: EXECUTIVE SUMMARY
2
CHAPTER – 1.0
EXECUTIVE SUMMARY 1.1 Background. The proposed Trans-Arunachal Highway in Arunachal Pradesh lies in the middle part of Arunachal Pradesh. The road starts from Tawang in Tawang District and terminates at Kanubari in Tirap District and extended to Assam. The proposed road would serve a vast populace living in entire districts of the State. The entire length of the proposed road is the existing all weather road of Major District Road (MDR) except few water gaps. However the roads are under various authorities in the form of road segments, the work of the preparation of Pre-feasibility report has been entrusted to Public Works Department (PWD), Arunachal Pradesh. The road segments of the existing road under various authorities are tabulated as below and location map is attached:- .
Total 1811 All the project roads are indicated in Figure 1.1 as Index Map. This pre-feasibility report, however relates to the road segment of Bame to Daporijo road. Aalo & Daporijo are the District Head Quarters of West Siang &
3
Upper Subansiri District respectively, Bame & Tai are also located in West Siang and Dumporijo in upper subansiri district.
1.2 The State of Arunachal Pradesh.
The state of Arunachal Pradesh, with an area of nearly 83.743 Sq. Km and located in the north-eastern part of India, lies between 26028’ N TO 290 30’ N Latitude and 910 30’ E to 970 30’ E Longitude. The state has a long international border with China (1080 Km) in the North and North-East, Mayanmar (440 Km) in the East and Bhutan (160 Km) in the West. It has a common border with Nagaland in the east and south-east and Assam in the south. Itanagar, the state capital, is located at 28.080 N Latitude and 930.40’ E Longitude at an altitude of 530 m above mean Seal level (MSL) The major rivers in the state are Siang, Kameng, Subansiri, Kamla, Siyum, Dibang, Lohit, Noa-Dihing, Kamlang and Tirap. For administrative purpose, the State is divided into sixteen districts, namely Tawang, West Kameng, East Kamang, Papumpare, Lower Subansiri, Kurung-Kimey, Upper Subansiri, East Siang, West Siang, Upper Siang, Upper Dibang Valley, Lower Dibang Valley, Lohit, Changlang, Tirap and Anjaw. There are 36 Sub-divisions, 64 Blocks, 149 Circles, and 16 major towns in the State. The population of the state as per 2001 census, is 1,091 millions, while the same in 1991 was 0.865 millions. The density of population is reported to be 13 persons per sq km in 2001; the same was reported to be 10 persons per sq km and the national average was 273 persons per sq. km in 1991. Picturesque landscape is a common feature in the State; the landscape varies from snow capped peaks in the north to vast agricultural lands in the south. The highest peak in the state in Kangte (7090 M above MSL) in West Kameng District, lying along the border with Tibet. The state in rich is mineral deposits. Existence of minerals in abundance has been found earlier, but commercial exploitation is yet to take place. There are rich reserve of flora and fauna of the state, which also boasts of a number of class medicinal plants and orchids. A substantial amount of revenue is earned every year from the forest produces. The state is quite rich in horticulture production also. Fruits are also produced in abundance along the project road. A large number of hydel power projects are coming up in the state, which will go a long way to meet the present demand for additional power. The density of road network of Arunachal Pradesh, based on roads completed and those under construction, is reported to be about 14.96 Km./100 sq. km of the total geographical area, against a national average of 42 km/100 sq. km.
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The state however lacks a civil airport and a well-developed railway network, serving the interiors of the state. During recent times, helicopter services to some of the townships of the state from neighboring state of Assam has provided some relief to a small segment of the population. Absence of a sustainable and cost effective alternative has made the road network all the more important for both interstate and intrastate surface communications.
1.3 Project Road surroundings.
The proposed road of 111.790 km (Bame to Subansiri bridge point) is a part of BRO Road of 115.00 km from Bame to Daporijo, the District Head Quarter of Upper Subansiri. This stretch of road takes off from ch. 43.00 km near Bame on Aalo (Along) to the Likabali BRO Road. The proposed route falls within West Siang District and is located in between Latitude 280 0’ to 280 3’ and Longitude 940 2’ to 940 42’ of Topo Sheet No. 82L/12. The proposed TRANS High way from Tawang to Tirap shall pass through this proposed road. Since this stretch of road provides inter District connectivity, it has a paramount importance for uplifting the pre dominantly schedule tribe area of basic facilities like education, health, tourism, Agriculture, Horticulture, Indristry and other marketing purposes. The districts of Upper Subansiri and West Siang form the immediate surroundings of the project stretch. West Siang, with an area of 8325 sq km, lies in the middle part of the State and is located in between 270 36’ to 290 10’ northern latitude and 930 50’ to 950 25’ eastern longitude the entire reason of District is pre dominantly mountainous forming a part of the eastern Himalayas. The area comprises of a cross sections of the foot Hills region joining the Border of Assam at Likabali, the lower Hills and the lofty mountains extending northwards West Siang, with an area of 8325 sq km, is characterized by hilly terrain, with small intermittent stretches of flat/rolling lands human settlements exist. Aalo, the district headquarters and Basar are the two most important towns of the district; the nearest Railway station at Silapathar (in Assam) is located at 149 km away from the Aalo township; the check post (bordering Assam) within the district is at Likabali. The highest peak in the district is Shikar Hill, located at 150 km away from Aalo. The population density in the district has been found to be 11 persons per sq km.
1.4 Project Objectives.
The main objective of the study is to prepare a Pre-feasibility project report for up-gradation of existing MDR standard to double lane width of NH standard road to be constructed under funding from Special assistance package of PM, Govt.of India.
CHAPTER-2: SOCIO-ECONOMIC PROFILE
6
CHAPTER – 2.0
SOCIO-ECONOMIC PROFILE. 2.1 General
This chapter presents the socio-economic profile of the board influence area as well as immediate influence area of the project road prepared through studies of the socio-economic parameters of the same. Broad influence area has been defined as the state of Arunachal Pradesh and the immediate influence area is formed by the district of East Siang through which the project road traverses.
2.2 Physical Features.
The state’s topography is by the large, mountainous with precipitins slopes forming deep gorges culminating into several streams and rivers. The whole state has been divided int0 46 geo-ecological units having an average area of about 200 sq. km each. The state falls under the Upper-Brahmaputra river system constituted by six river basins having specific geo-ecological characteristics of their own. Due to mountainous topography and high altitudes, there are major constraints in construction of roads and bridges.
2.3 Climate and Rainfall.
The seasons of winter and monsoon are pronounced in the state. Winter has been found to be prominent from the month of December to January. Monsoon is quite intense from June to September, accounting from about 87% of the average annual rainfall. However, light to medium rainfall continues throughout a major part of the rest of the year. Monsoon helps agricultural activities in the state appreciably, which are carried out mostly through terrace farming along hill slopes, and pockets of flat/ rolling terrain around villages and between two nearby hills. Average annual rainfall in the state is recorded to be about 2928 mm (1991), which is more than double of the national average of 1250 mm. The pattern of normal monthly rainfall shows that the monsoon arrives in the state in April and continues up to September. The months from May to September experience quite heavy rainfall, having a monthly average of normal rainfall to be more than 450 mm.
2.4 Socio-Economic Profile of Arunachal Pradesh. 2.4.1 Area and Administrative Setup.
The state is divided into Sixteen districts, namely, Tawang, West Kameng, East Kameng, Papumpare, Lower Subansiri,
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Upper Subansiri, East Siang, West Siang, Upper Siang, Upper Dibang Valley, Lower Dibang Valley, Lohit, Changlang, Tirap, Kurung Kurmey and Anjaw. There are 36 Sub-divisions, 64Blocks, 149 circles, and 16 major towns in the state.
2.4.2 Demographic Features.
Population Size and Trends. According to the 2001 census, total population in the state was 1.091 millions; the state recorded a population of 0.864 millions in 1991. the rural population of the state recorded 80% in 2001, reducing the proportion by 7% from the census of 1991.
Table 2.1
Population Characteristics of districts of Arunachal Pradesh.
District Population
In 2001
Urban populati
on In % (2001
Decadal Growth
Sex Ratio Population Density/ Sq Km
Literacy Rate
81-91
91-01 1991
2001
1991
2001 1991
2001
Tawang 34,705 13 30.15
22.69 844 963 13 16 29.8
41.1
West Kameng
74,595 09 35.74
32.21 822 749 8 10 48.3
61.7
East Kameng
57,065 26 17.92
13.24 962 985 12 14 26.2
40.9
Papumpare 121,750 51 83.24
67.21 831 899 25 35 55.1
70.8
Lower Subansiri
97,614 13 14.06
17.37 957 985 8 10 30.1
45.0
Upper Subansiri
54,995 28 27.09
9.8 867 973 7 8 38.3
50.8
West Siang
103,575 20 31.64
15.17 873 913 11 13 45.6
60.3
East Siang 87,430 25 30.26
21.66 877 937 18 22 47.9
61.2
Upper Siang
33,146 0 31.50
19.32 822 858 4 5 35.3
49.8
Dibang Valley (combined)
57,543 18 39.03
33.61 788 840 3 4 46.9
59.5
Lohit 143,478 19 57.85
30.78 797 857 10 13 49.2
56.1
Changlang 124,994 10 53.56
30.84 863 905 20 27 43.2
51.9
Tirap 100,227 15 28.70
17.21 862 911 36 42 32.1
42.0
Total State
10,91,117 20 36.83 26.21 859 901 10 13 41.6 54.7
Source : District Handbooks. Growth Rate. The average annual growth rate of population in the state between 1981-1991 was estimated to be 3.68% as against
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2.14% at all India level. The corresponding figures between 1991 to 2001 are 2.62% and 2.13% respectively. Among the districts of Arunachal Pradesh, Upper Subansiri district recorded the minimum average annual growth rate of 6.24% in the period of 1981-1991. Density. Density of population in the state of Arunachal Pradesh was 10 persons per sq km against 273 persons per sq km in India as per 1991 census. Among the north-eastern states Arunachal Pradesh is ranked seventh wile Assam has the maximum density of 286 persons per sq km. Within the state of Arunachal Pradesh, Tirap has the highest density of 36 persons per sq km while Dibang Valley has the lowest density of 3 persons per sq km. According to 2001 census; the population density of the state is 13 persons per sq km; within the state. Tirap is still the most dense district, while Dibang has the density with population of 42 and 4 per sq km respectively. Literacy Rate. In the state of Arunachal Pradesh, the literacy rate of population above 6 years of age was 41.59% against all India literacy rate of 52.9% in 1991. Amongst the North-eastern states; Arunachal Pradesh stands last while Mizoram with 82.27% literacy rate ranked first in 1997, the rate of literacy in the state was 69% for male, 48% for females and 60% for all persons. The overall literacy rate of the entire state has increased from 41.6% in 1991 to 54.7% in 2001. Within the state, papumpare enjoys the highest rate, while the Tawang has the lowest. Rates of Birth, Death and Infant Mortality. The rates of birth and death and infant mortality of the state are presented in percentages in the following table (Table 2.2):
Table 2.2
Rates of Birth, Death and Infant Mortality in Arunachal Pradesh (1991).
Type of Rate in
Percentage For entire
state For rural
areas For urban
areas Birth 21.4 22.3 12.2 Death 5.8 6.1 2.0 Infant Mortality
47.0 49.0 17.0
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2.4.3 Work Force.
The work distribution rate in the state was 46.24% (1991) as against 37.46% at all India level. Arunachal Pradesh is ranked second (46.24%) in this parameter amongst all the seven north-eastern states while Mizoram is ranked first with 48.91% and Tipura is ranked last at 31.41%. The distribution of workers in various categories in the state are listed in Table 2.3
Table 2.3
Distribution of Workers in various categories.
Year Main Workers
Marginal Workers
Non Workers
Dependency Ratio
(nw/w) 1961 2,27,513
(67.69) - 1,09,045
(32.90) 0.479
1971 2,69,542 (57.65)
- 1,97,969 (91.35)
0.735
1981 3,13,435 (49.61)
19,120 (3.030)
2,99,284 (47.56)
0.900
1991 3,90,976 (45.22)
8,806 (1.02)
4,64,776 (53.76)
1.163
Source : Census of India.
2.4.4 Land use Pattern.
The total geographical area of the state is about 84,000 sq km (approx), out of which 70% constitutes broad and narrow valleys, 10% foothills and flat area and 20% constitutes wooded peak area. Even out of this, 62% to 65% constitutes to be under shifting cultivation (jhum). The land use pattern of the state is presented in Table 2.4.
Table 2.4
Land use Pattern of Arunachal Pradesh (90-91)
Sl. No. Type of Land use Area (in %) 1. Net Area sown 43.90 2. Area under current fallow 8.60 3. Fallow other than current fallow 10.99 4. Other cultivated land excluding
fallow land 13.51
5. Cultivated waste land 10.03 6. Area not available for cultivation 12.97 Total area in Hectare 3.29,887
Source : Economic Review of Arunachal Pradesh (1997 – 1998)
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2.4.5 Agriculture.
Agriculture is the main stay of the people of the state of Arunachal Pradesh. The sedimentary alluvial soil, ideal for agriculture, is confined only to a few stretches of flat areas in the river valley. The Pasighat plains of Dibang-Sisri rivers, the Lohit-Tirap palin of Tezu and Neo-Dihing rivers are noticeable for settled cultivation with crop dominated land use pattern. Inspite of relative intensification of farming system in these plans, there is a record deficiency of food for local needs. The status of agriculture in the state (Base year 1999 – 2000) is presented in the following table (Table 2.5)
Table 2.5 Status of Agriculture in Arunachal Pradesh
(base year 1999 – 20000)
Sl. No.
Item Area with Unit
1 Total cultivation area (as on 31 March 2000)
Under Jhum (shifting) cultivation 1.10 lakh hectare
Under permanent cultivation 0.90 lakh hectare
2 Percentage of area under high Yielding Varities
Percentage to net area 29.5 (approx) Percentage to gross area 24.25 (approx)
3 Area coverage under PP Activities 36,500
hectares Fertilizer Application 22,200 hectare
4 Per unit consumption of fertilizer To net area 3.50
Kg/hectare To gross area 2.92
Kg/hectare 5 Coverage under assured irrigation
To net area percentage 19% To gross area percentage 15%
6 Area statistics
Net area 1.97 lakh hectares
Gross area 2.40 lakh hectares
Cropping intensity 122%
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Cropping pattern of the state is characterized by the dominance of food-grain crops. Paddy is a principal food-grain, which occupies a major share of Gross cultivated Area (GCA) i.e. 49.16% in 1995-96. Maize and Millets are also important food-grain, which account for 13.61% and 8.6% of the GCA in the state, while wheat occupies the forth place in the cropping pattern. Because of humid tropical climatic conditions and fertile alluvial wet soils in the plains of the state, oilseeds and potato are the major crops, which are grown for fulfilling the domestic demand. Sugarcane is also a commercial crop, which occupies more than 14% of GCA (1993 – 1994), in the state Table 2.6 shows the average yield rates of important crops. Table 2.7 shows the area and amount of production under principal crops in the state.
Table 2.6 Average yield rates of important crops.
Sl. No.
Crops Year of Production Percentage increase/ Decrease
Horticulture is an important activity prevailing in the state. The agro-climatic conditions in the state are congenial for horticulture development. The major kinds of fruits produced in the state are pineapple, apple, banana, orange and lemon and other fruits produced with low productivity are plum, walnut, guava, pears, papaya, litchi, jack fruit, mango, cardamom and black pepper etc. The area under pineapple is the highest with 7143 ha with maximum productivity of 28,000 Mt during 2996-97. Production of apple and orange is 14500 Mt and 122997 Mt with 6186 ha of area respectively. In 1962-63, the state government established 15 horticulture demonstration gardens and in 1966-67, the number was 37, which rose to 744 in 1970-80 and to more than 1200 in 1995-96. Horticulture nurseries and horticulture farms also increased from 6 in 1967-68 to 51 and 1979-80 and from 15 (1975-76) to 60 in 1979-80 respectively.
2.4.7 Mining Activities.
The state of Arunachal Pradesh is endowed with vast reserve of mineral resources. Gold, Iron Ore and Manganese are the major mineral produces of the state. Table 2.8 shows values of various mining produces during 1997-98.
Table : 2.8 Mineral Production in Arunachal Pradesh (1997-1998)
Name of the Mineral Value of Production
In Rs. ‘000 All minerals 125114 All fuels 123591 Gold 214198 Iron Ore 9017 Lead concentrate 68065 Manganese 24253 Non-metallic 1736872 Minor minerals 1523
2.4.8 Power
The state of Arunachal Pradesh is known as the Power House of the North-East as it is one of the richest states in terms of hydropower potential. The total hydropower potential available in the state is estimated to be 30,000 MW, which is more than one third of the total hydropower potential of the country. Only
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23.64 MW (just 0.05% of the total potential) has so far been harnessed in the state due to its limited resources. Both Tawang and East Siang districts of the state have four mini micro hydel projects each (Table 2.9) One hydel project of 405 MW at Ranganadi is under construction by NEEPCO in subansiri, dibang, Dimwe and Kameng areas, three projects are under sanction and investigation, while four projects in subansiri, Dibang, Dimwe and Kameng areas are under review. These new projects with 22042.50 MW capacity (Table 2.10), which will fulfill the need of the state in the coming days.
Table : 2.9
District wise list, Location and Capacity of Mini Micro Projects in the state.
Sl. No. District Name of Project Location
Installed Capacity
(MW) 1 Tawang Nuanang,
Khanglang & Mukto
Jang, siru, Mukto
22.5
2 Tawang Kitpi Ph-II Kitpi 3.0.0 3 West Kameng Domkhrong Kalaktang 2.0 4 East Kameng Pacha Seppa 3.0 5 Upper
Subansiri Jugdin Nalah & Sippi
Taliha & Daporijo
6.0
6 Lower Subansiri
Kush & Payu Sangram, Koloriang
3.0
7 Upper Siang Sipit, sirnyuk & Sidip
Gette, Jengging, Mariyang.
7.0
8 West Siang Liromoba & Kambang
Liromoba & Kambang
9.0
9 East Siang Pasighat Ph-II, Rina, Subbung & siku
Pasighat, Rina, Supsing, Mebo
5.50
10 Dibang Valley Deopani Ph-II & Eme River
Roing 2.0
11 Lohit Mati Nallah & Haloipani
Chingwinti, Hayullang
10.0
Table : 2.10
List of projects under Survey and Investigation.
Sl. No.
Name of the project
Installed Capacity (MW)
Name of executing agency
1 Ranganadi 405 NEEPCO 2 Kameng HEP 600 NEEPCO 3 Subansiri HEP 4500 Brahamputra
Board 4 Dihang HEP 14000 Brahamputra
Board
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5 Dimwe HEP 600 NEEPCO 6 Kameng Dam Ph-
II 400 Brahamputra
Board 7 Ranganadi Ph-II 415 NEEPCO 8 Sissiri Multi
Purpose Damp 300 CWC
9 Kamalang HEP 22.5 CWC Total 22042.5
Source : Directorate of Power, AP.
2.4.9 Livestock and animal Husbandry.
The state is rich in its livestock population. It has around 8.34 lacs livestock population in 1991-92, out of which cattle population accorded for the highest share of nearby one third (32.15%). Pigs occupied highest place accounting to more than one-forth (26.05%) of total livestock population of the state. Goat population accounted for nearly 13.05%. Dairy, milk production and collection of wool are the main activities related livestock within the state.
2.4.10 Pisciculture (Fisheries)
Pisciculture has gained acceptability and confidence among the farmers of the state and fish farming has become a subsidiary occupation of the farmers for gainful employment to supplement their income from agriculture. The activities in this sector are ensuring three basic requirements like generating self – employment, supplementing protein us food and as an additional source of income. In 1996-97 an area of 2257 ha was under systematic fish-culture against 7000 hectares of estimated potential of cultivable water area of the state. Two eco-hatcheries through private fish farmers and seven hatcheries were developed up to 1995-96. Paddy cum fish culture has taken firm footing in Apatani plateau of Lower Subansiri district in Arunachal Pradesh and has been extended to other districts where suitable area for paddy cum fish culture is already available. During 1996-97, nearly 220 tonnes of fish were produced under paddy cum fish culture.
2.4.11 Sericulture
The production of mulberry silk has been found to be 1000 kg (97-98), while the same of Eri has been found to be 12,000 kg (97-98)
2.4.12 Forest Resources.
The socio-economic life of the people of Arunachal Pradesh centers around the forest. Most of the population depends directly upon forests for wood, house building materials, timber
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and other minor forest produces. Forest in the state cover about 51.540 sq km, which is about 62% of the total geographical area under the state. Around 1018 sq km of forest area has been surveyed, demarcated and notified as Reserve Forest, Anchal and village Reserve Forest for providing a basis for their scientific management and sustainable use. So far, nine active wildlife Sanctuaries, two national Parks covering a total protected area of 9483 sq km for conservation and presentation of rich biological diversity of the state have been created. As per the estimate of 1993-94, major forest produces included 68,329 cum of timber and 44.377 cum of fuel wood. The corresponding revenue earned from forest produces is about Rs. 2260.05 lacs.
2.4.13 Industries.
Arunachal Pradesh is industrially backward region, compared to the rest of the country. There is no large-scale industry of industrial unit and cottage and small scale industrial structures have craft and sericulture because of availability of raw material for handicraft development and favorable climate for the growth of silk worms feed plants. The maximum number of small scale industrial units (SSI) are located in Papumpare district with total annual production of Rs. 3283 lacs in 1995-1996. The district of Papumpare with 35 number of industries ranks the highest among all the district in the state, with an area of 14.77 acres. Table 2.11 below shows the distribution of number of industrial units, number of persons employed, total investment and annual production in the state Table 2.12 below reflects the industrial areas and estates developed in the state. The industries proposed to be set up in the state are listed in Table 2.13.
Table : 2.11 Small Scale Industries in Arunachal Pradesh (as on 31 March
1998)
District. No. of Unit
Total Employment
number
Total investment (Rs. Lakhs)
Total Annual
production (Rs. Lakhs)
Tawang 92 652 195 219
West Kameng 43 486 116 277
East Kameng 28 309 44 116
Papum Pare 336 3684 589 3282
Lower Subansiri 76 568 21 112
Upper Subansiri 108 715 35 21
West Siang 525 3046 74 525
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East & Upper
Siang
240 1039 329 3929
Dibang Valley 160 1047 191 1462
Lohit 157 1557 360 2085
Changlang 169 1946 673 3129
Tirap 70 1617 18 2196
Total 2004 16666 2645 17353
Table : 2.12
Industrial Area and Estate development in Arunachal Pradesh
District No. of Estate
Industrial Area acquired
(acres)
Industrial Plots
Developed Allotted Tawang 1 10.11 1 1
West Kameng 1 15.00 5 5
East Kameng - - 0 0
Papum Pare 2 14.77 35 35
Lower
Subansiri 1 50.00 5 0
Upper
Subansiri - - 0 0
West Siang 1 50.00 4 4
East & Upper
Siang
1 10.00 2 2
Dibang Valley 1 10.00 3 3
Lohit 1 4.00 2 2
Changlang 2 7.62 6 6
Tirap 2 25.00 8 6
Total 13 196.50 71 64
Table : 2.13 List of proposed agro-based industries in Arunachal Pradesh
Sl. No.
Industries Estimated Investment (in lakhs)
Land Required (Sq.m)
Manpower Required
Location Power Required (KVA)
Agro Based 1 Sugar Mill 50 250000 450 Pasighat 2500 2 Alcohol based on 1050 15000 60 Pasighat 1400
Road transportation is still the most important mode of movement of goods and materials in the state of Arunachal Pradesh. The entire road network of the state revolves round the two National Highways of 37 and 52, which pass through the Brahmaputra valley in Assam. NH-52 passes through Pasighat, Roing and Tezu and Joins NH-37 at Rupai (at about 20 kms southward from Saikhowa Ghat), which is the last point of NH-37 in Assam. With the opening of Balipara – Bhalukpong metre gauge railway track, the state has been on the Railway map of the country recently. The major Government agencies, which have constructed various stretches of roads in the state of PWD, BRTF, NEC, RWD and forest Department. Amongst all the North-Eastern states, Arunachal Pradesh ranks fifth in road length. The road density is lowest in Arunachal Pradesh, while the same is the highest in Tripura. Roads. The state of Arunachal Pradesh has a total length of 10240 km of roads, out of which 3692 kms are surfaced. Highways have a total length of 9150 km, while the urban roads have a total length of 35 km and roads covered under various projects have total length of about 1055 km. The length of standard double lane National Highways has been found to be 271 kms. Motor Vehicles. The number of motor vehicles registered in the state of Arunachal Pradesh are provided in Table 2.14 below.
The state of Arunachal Pradesh has a number of fascinating tourist spots scattered all over the state. But due to inadequate utilized of facilities, only 173 foreign tourist and 3000 domestic tourists arrived during 1995-1996. the magnificent Buddhist Monastry at Tawang and Mithological Parasuramkund. Malinithan and Bhishmaknagar are quite popular centers of pilgrimage. The landscape and topography of the state offers ideal locations for developing mountaineering, trekking, adventure tourism, water sports, aero sports, rafting, gliding, hiking, skiing as well as mere site seeing facilities.
2.4.16 Social Infrastructure.
Education. There are a total number of 2012 educational institutions including teacher training and handicapped school. Most of these are run by the state government and the total expenditure is about Rs. 88.3 crores. There is only one state university and four art and science colleges located at Itanagar, Bomdila, Pasighat and Tezu. Higher secondary and secondary schools are enumerated at 154, while Middle schools are 301 in number. Health. There are a total of 435 Allopathic institutions, 3 Ayurvedic and 29 Homeopathic clinics, run by the state government. In spite of best of efforts by the state government with provisions of registered medical and para-medical personnel (201 doctors, 207 midwives and 40 nurses) and of physical infrastructure like 1327 beds in rural areas and 1032 beds in urban areas, there is still a crying need to improve the medical facilities in the state. Housing. Housing is an important parameter to assess the development of a society. The following figures on housing sector in the sector are provided in the following tables.
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Table : 2.15
Distribution of Housing Units between Rural and Urban Areas.
Unit Year Urban Rural Total No. of occupied residential housing
1991 24733 135136 159869
No. of households 1991 25317 150131 175448 No. of households per 100 occupied residential houses
1981 102 116 115 1991 102 111 110
No. of persons per 100 households
1981 425 513 506 1991 437 502 493
Table : 2.16 Distribution of households by type of occupancy
(in percentage)
Area Owned Hired Others Rural 71.24 21.03 7.74 Urban 20.21 66.39 13.40 Total 63.67 27.75 8.85
Table : 2.17 Distribution of percentage of households having safe drinking
In the state of Arunachal Pradesh, there are one credit and twenty eight (28) non-credit societies. Performance indicators of the co-operative societies of the state are given below (Table 2.18)
Table : 2.18 Performance indicators of Co-operative institutions (1991)
Performance Indicator Rs. (Lacs)
Share Capital 91 Reserve 203
21
Deposit 5109 Working Capital 5915
2.4.18 Net State Domestic Product (NSDP)
The NSDP at current prices has increased from Rs. 977 million in 1980-81 to Rs. 10791.9 million in 1996-97 registering a growth rate of 16.1 percent per annum. NSDP at constant prices has increased from Rs. 977 million to Rs. 3034.4 million during the same period thereby registering a growth rate of 7.3 percent. NSDP and per capita income of constant prices as well as current prices are given in Table 2.19.
Table : 2.19
Growth of Economy in the state (19801997)
Item 80-81 90-91 96-97 NSDP at constant price (Rs million)
977 2311.1 3034.4
NSDP at current price (Rs million) 977 4604.5 10791.7 Per capita income at constant prices (Rs)
1571 2709 3059
Per capita income at current prices (Rs)
1571 5398 10879
2.5 Socio Economic Profile of the immediate Project Influences
Area. 2.5.1 General
The districts of Upper Subansiri and West Siang from the immediate influence area of the project road. The section of the chapter presents a brief socio-economic profile of the project influence area.
2.5.2 The districts of West Siang at a Glance.
Some of the salient features of the districts of West Siang are presented here.
Table : 2.20 Summary of West Siang Districts.
Sl. No. Subject West Siang
1 Area in Sq km 8325 2 District boundary China in North, East Siang in
East, Upper and Lower Subansiri in West and Assam in
22
South. 3 District headquarter Along 4 Total annual rainfall 2376 mm in along (2000) 5 No. of Administrative
Sub-Division. 6
6 No. of Administrative Circle
20
7 Number of blocks 7 8 No. of villages 408 9 No. of Towns 1
2.5.3 Demographic Features.
The salient demographic features of the two districts are summarized below in Table 2.2
Table : 2.21
Salient Demographic Features of West Siang (2001)
Sl.No. Subject West Siang 1 Total population 103575 2 Percentage of Urban
population 20
3 Population density (nos. per sq.km)
13
4 Sex Ratio 913 5 Literacy rate (in %) 60.31 6 Working population (in %) 42.12
CHAPTER-3: ROAD PROJECT CHARACTERISTICS
23
CHAPTER – 3.0
PROJECT ROAD CHARACTERISTICS. 3.1 Introduction.
The project road starts at ch. 43.00 km which is try junction of BRO Road of Likabali-Aalo & Bame-Daporijo Road, the headquarter of West Siang district and Upper Subansiri District. This proposed road length of 113.10 km passes through as many as 18 (eight) villages viz. 1) Bame 2) Sododoke 3) Ragidoke 4) Dedudoke 5) Mobadoke 6) Ckeckor Lombi 7) Gakodapo 8) Tai 9) Dugi 10)Digbak 11)Dumporijo 12) Tabarijo 13) Tapi 14) Borarupak 15) Maro 16) Dula 17) Paka and 18) Tasi Doni. Realignment of 2.88 km and 3.330 Km are proposed to provide by -pass road to Tirbin township area and to avoid erosion from Subansiri River. The brief account of the existing conditions of various aspects of the project road, as well as its deficiencies, as recorded by the survey team are stated below. The chainages mentioned here in are according to the proposed road alignment. The total project length is 113.10 Km (including re-aligned road), as indicated in the Table-1.1.The remaining road beyond the ch. 113.10 km which is the boundary of Dumporijo APPWD Division and Daporijo Division, falls within Daporijo Division of upper Subansiri District. The project road, when developed, will form a direct thoroughfare between Aalo and Daporijo both are the District Head Quarter.
3.2 Climate.
The effects of seasonal variation i.e winter and monsoon are pronounced in the districts of Upper Subansiri and West Siang, as well as the rest of the state. Winter has been found to be prominent from the month of December to January. Monsoon is quite intense from June to September, accounting for about 87% of the average annual rainfall. However light to medium shower continues throughout a major part of the rest of the year. Average monthly temperature at Aalo in West Siang has been found to vary from 7 0 to 36 0 C and the average monthly rainfall in the district is found to vary from 26mm per month to 1787 mm per month. The period of monsoon is not favorable to the construction activities in the state. The official working season, as considered by Public Works Department, is from October to May, which does not include the period of monsoon.
24
3.3 Terrain and Land use. 3.3.1 Terrain
The summary of types of terrain observed along the entire project stretch is provided in the table below:
Table : 3.1 Summary of Types of Terrain.
Existing Chainage Type of terrain
From km 0.0 to km 113.10 km Hilly Terrain
A major portion of road passes through Agricultural and barren areas with a few village and settlement enroute.
3.4 Cross sectional elements. 3.4.1 General
Width and type of cross sectional elements have been found to vary along the existing alignment. Black top surface has been observed for the entire length of the proposed road ie. 113.10 km length. Inadequacy of width of shoulder, carriageway and roadway width have been found almost along the entire alignment. The carriageway in bituminous is a single lane facility ranging in width from 3.50 m to 3.80 m.
3.4.2 Conditions
Pavement. The condition of the existing pavement varies fair to poor. The nature of distress took place in cracked and raveled surface, rutting to pot holes. More than 75% of the black top surface in the entire road section is raveled to the extent Edge failure and rutted surface is also very common especially in bituminous carriageways. Shoulder and embankment.
25
Condition of earthen shoulder has been found to be poor for most of the road section. Drainage. The existing bituminous road does not have adequate drainage provisions, when leads to accumulation of rainwater on the carriageway, leading to deterioration of pavement. The condition is further aggravated either by absence of inadequacy of camber or chocking of side drains. Out of the total length of 113.10 km, drains exist for a length of about 70.00 km (65%) condition of these drains are poor for most of the length, which affects conditions of pavement surface.
3.5 Geometrics
The existing alignment has a large number of sharp/ sub-standard curves and hairpin bands. Out of the entire length of 113.10 km of the existing project road, about 90% length of the entire alignment has a ruling gradient.
3.6 Right of Way
Except for the immediate surroundings of the township of Tirbin and Dumporijo, the road alignment passes through rural areas. No centralized official record of ownership of land abutting the road was available to the department. It is assumed that 15m of land width is available on both sides from the center of the road. The proposed 30 m strip forming the right of way is available in both the plain as well as hilly stretches. However land acquisition for this purpose is to be got regularized from the competent authority. Temporary structures, including some residential as well as commercial structures, wet cultivation, horticulture garden have been found within ROW (along and across the alignment) at some isolated stretches.
3.7 Geology and Soil
The geological setup in Bame – Subansiri Bridge point Road section falls in the Lower Himalaya of West Siang districts of Arunachal Pradesh. Geologically the area is complex from the point of view of stratigraphic position of the different rock units, structural evolution and varied rock types. The area lying in the Lower Himalaya comprises a part of the Abor Hills. The trend of hill ranges in Siang Valley is mostly NE-SW to N-S. The hill slopes are usually steep. The Siyom (also known as Yomgo) and Subansiri river (also known as Si-Nyit) are the important
26
river in West Siang District and Upper Subansiri District where investigation for construction of one mega Dam is being carried out. Siyom, Ego and Subansiri rivers are also important in terms of queries for Roads and building materials and sources of fishes as well. Other important river and tributaries located along the stretch of the road are Subnasiri, Sinyum, Sie, Rute, Jah, Sinyum, Jilek, Jo and Luse The varied geographic units and rock types (both sedimentary and metamorphic) along with equality complex vegetative covers have lead to the development of variety of soils like alluvial, tarai, sub-montane, red lorry etc. the area predominantly comes under sub-montane and brown, red and yellow soils. Tarai, red, brown and yellow and older alluvium are found in area. The plain is actually composed of collavia – alluvial wash material and constitute composite fan plains.
3.8 Structures. 3.8.1 Culverts, bridges and Causeways.
There are 788 Nos. of existing culverts along the project road. Out of these 14 no. of pipe culvert (diameter of pipe 300 and 600 mm dia), 32 Nos of slab culvert and remaining are box culverts, besides the above, 9 Nos. bridges exist along the project road. All existing Culverts and Bridges have been reported to be constructed more than Four decades ago.
Sinem Bridge at Ch:11.15 km Tai-Bridge at Ch. 36.03 km Rute Bridge at :38.43km 3.8.2 Retaining Wall / Breast Wall.
There are a few retaining structures at different locations along the road, in order to protect the road or the hill at the roadside. The details of retaining wall and breast wall are prescribed in Chapter 4.0. the total length of retaining wall has been found to be 5417.87 m and the total length of breast wall is 2309.68 m.
3.9 Existing Utilities.
Three types of utilities, i.e. electric line, Power Grid Towers, water supply line and telephone cables have been observed along the project road alignment.
27
3.10 Road Furniture.
The existing road furniture is limited to kilometer stones and markings on some of the existing culverts and bridges. Otherwise, the entire stretch lacks road marking and signs and kerb/object markings.
3.11 Safety Appurtenances
The standard safety appurtenances along the hill roads, such as, cautionary signs and warning signs, pedestrian guard rails, crash barriers/ rail posts have not been found adequately along the project stretch.
3.12 Passenger Amenities.
Two types of passenger amenities, shelter at bus stops (30 nos.) have been observed along the project alignment. Judging by the type and distribution of terrain and lack of alternative modes of transport (other than road) in the project surroundings, the number seems to be inadequate.
4.14 landslide Zone
No land slide zone has been observed along the project alignment ie from Bame to Subansiri bridge point.
3.13 Project Road Deficiencies.
The deficiencies of the project road, as summarized from the condition survey noted above are provided briefly in Table 3.2.
Table : 3.2 Project Road Deficiencies and Improvements Required.
Sl. No. Deficiencies Improvement Required.
1 Inadequate road width (mostly single lane of MDR standard)
Widening to double lane width of NH standard.
2 Existing road condition poor to fair and structurally inadequate.
Strengthening of pavements to cater to expected traffic loading.
3 Existing shoulders functionally and structurally inadequate.
• 1.90m wide hard shoulder and 0.6m parapet in valley side.
• 1.6m wide hard shoulder and 0.3m wide earthen cushion &0.6m wide side drain in hilly side.
28
4 Existing sharp curves Easement of horizontal alignment possible to the practical extent proposed.
5 Existing terminal intersections are not in proper shape
Junction improvement suggested to improve in geometrics and easy flow of turning traffic.
6 Inadequate road furniture and safety appurtenances.
Proposed in adequate numbers.
7 Absence a) Bus bays in adequate number
Bus bays have been considered necessary near all existing and proposed bus stops.
b) Passenger shelter in adequate number
Cost effective and low maintenance structures have been suggested at all existing and proposed bus stops.
CHAPTER-4: SURVEY, INVESTIGATIONS & DATA COLLECTIONS
29
CHAPTER – 4.0
SURVEY, INVESTIGATIONS AND DATA COLLECTION.
4.1 General
The existing Bame – Subansiri Bridge Point Road is mostly a single lane facility, which is proposed to be strengthened and widened to a double lane of National Highway width with appropriate hard and earthen shoulders. The broad methodology, based on the pre-feasibility study for Trans-Arunachal Highway as Terms of Reference (TOR) of the Ministry of Shipping, Road Transport and Highways, Government of India’s letter No.12037/7/ 2008/Ar.P.NH-10 Dtd 4/2/2008 is described in brief in the following sections.
4.2 Field surveys and Investigations.
In order to obtain a complete appreciation of the existing features of the project road, the following field survey and investigations were carried out. a) Road Inventory. b) Road Condition survey. c) Inventory and Condition survey of bridges, culverts and
other structures. d) Pavement and material investigations on quarry Data on socio-economic conditions of the state and the concerned districts were also collected from secondary sources. The socio-econocmic has been presented in Chapter 2.0.
4.3 Chainage and Reference system.
The 113.10 km long project road starts from Bame junction (a T-junction formed by Aalo to Likabali Road at ch. 43.00 km, and the project road) close to the township of Basar, the ADC headquarter in West Siang and continued up to Daporijo. The ‘km’ stones exist in deteriorated condition for the total length of project Road. All field works and investigation works (except the topographic survey) were carried out with respect to the existing ‘km’ stones. The ‘0 km’ stone does not exist at T-junction Bame chek Gate ie. Ch.43.00 km on Aalo to Likabali which is considered as 0+000 km of project road. In general, chainage was done along the LHS of the existing road to avoid any mishap and delay, these chainages may not tally with the topographic survey details
30
specially in hilly stretches, where continous sharp curves and hair pin bends exist.
4.4 Road Inventory survey. Road inventory survey has been carried out at every 50 m intervals along the existing project road to collect the following information: - Terrain (Plain/ rolling/ Hilly) - Land use (agriculture, barren etc) - Carriageway type (BT/WBM/Earth/Concrete) and width. - Drains on left and right hand side - Vertical and horizontal curves numbers. - Cross roads on left and right hand side (junctions) - Major and minor junctions. - Landslide zones. The details of utilities and roadside amenities were also collected and compiled. The following utilities and roadside amenities were surveyed: Utilities. - Electric posts with line (including crossings) - Water supply line (including crossings) - Telephone posts with lines (including crossings) - HT/LT lines (including crossings) - Transformer - OFC Cable being laid along the shoulder edge on valley side, but within the shoulder width. Roadside amenities. - Passenger shelters at bus stops. - Tea stall/ small restaurants. - Taps The summary of data (provided in Appendix IV) are provided below ( Table 4.1 ):
Table : 4.1 Summary of data roadway and carriageway.
Item Bame Daporijo (Subansiri
Bridge Point) Average roadway width 6.00 m Black Top surface 113.10 Km
31
Average width of carriageway 3.50 m Average width of black top surface
3.50 m
The data indicates that the project road has deficient width of cross section in the hilly stretches which need widening and up gradation, as well as for attaining the safety standard. Black top surface has been found to be present for 100% of the section between Bame and Dumporijo. The entire road stretch has been found to have no embankment. Entire stretch was found to have earthen shoulder and width varies between 0.5m to 1.0m. Average shoulder width was found to be lesser than the minimum with respect to the stipulations in the relevant IS/IRC codes. Road Inventory data also include information on utilities, intersections and passenger amenities. The summary has been presented in Appendix -IV
4.5 Road Condition Survey.
For evaluating the performance of existing pavement surface information regarding rut depth, raveling, type and area of cracks, carriageway edge fretting, areas under patch repair and shoulder conditions were collected by making visual observation at 100.0 m intervals along the existing road. In addition to these the type and condition of roadside drainage were also noted. The features considered in condition survey include the following: i) Surface type ii) Pavement condition including
• Cracking (type and area) • Raveling (area) • Potholes (area) • Area under patch repair • Edge failure (length) • Rut depth (depth)
iii) Shoulder • Condition
iv) Roadside drainage (on LHS & RHS) • Condition
v) Type and condition of embankment on both sides. Two types of cracking were recorded viz less than or equal to 3 mm and more than 3 mm. The format for such data collection was presented in Chapter 4 of of Inception Report. The detailed data
32
on conditions of carriageway, shoulder, embankment and drainage have been provided. It is observed that about 109.43 km of the project road is bituminous, having poor surface condition. The condition of earthen shoulder has been found to be poor for the most of the stretch of the road. The condition of road side drains are poor for most of the length, which leads to poor conditions of pavement surface, wherever available.
4.6 Inventory and condition survey of culverts, Causeways and
other Structures Inventory & condition survey of existing culverts and retaining structures were carried out to assess the hydraulic & structural adequacies of existing structure/culverts. During the above survey, the following dimensional parameters were measured to check the functional & structural adequacies. There are 788 nos. of existing culverts along the project road. Out of these 788 nos. I4 (Fourteen) No pipe culvert.(diameter 300 & 600 mm dia), 32 nos of slab culvert and remaining are Box slab culvert. Besides the above, 9 nos. bridges exist along the project road. In general, Span of RCC slab culverts varies from 0.30 m to 6 m. Abutments and Return- walls are stone masonry type. Large slab culverts are functionally effective in general. Whole total culverts are of lower specification of 40R which will require to be replaced by higher specification of 70R standard. The above figures are based on study of the hydraulic and structural adequacy of existing structures without considering the geometric improvements at the inventory stage. Proposal for improvement of culverts, considering structural and hydraulic adequacies as well as geometric improvements, are prescribed stretch-wise in Chapter 5.0. Such improvement proposals have been framed based on the site inspection, interaction with the department and proposed geometric improvements. Inventory of existing retaining wall / Breast wall at sides of road were carried out during inventory of road & structures. The details of type, length, location, condition of existing retaining wall / Breast wall were assessed. Total length of retaining wall and breast wall approximately are 5417.87 and 2309.68 m respectively.
33
4.7 Composition of Existing Pavement.
The entire length of 112.13 Km is bituminous layer of premixed carpeted road and the existing pavement composition comprises of sand and gravel of 100 to 200 mm and about 100mm thickness of WBM as base course surfaced with bituminous layer of pre-mixed carpet.
4.8 Material Investigation.
Mainly two numbers of Quarries have been identified for the construction materials like sand, shingle and boulders etc. where materials are abundantly available throughout the year are as below:- Sl. No. Name of quarry location Approx lead to the project road.
1 Siyom river quarry (70 km from Quarry to Mid point of project road.
2 Ego river quarry (60 km from Quarry to Mid point of project road.
3 Dumporijo quarry 38.00 km. from Quarry to Mid point of project road.
4 Subansiri Bridge (Lida)
38.00 km. from Quarry to Mid point of project road.
5 Chota Rupuk Quarry 40.00 km. from Quarry to Mid point of project road.
CHAPTER-5: IMPROVEMENT PROPOSALS
34
CHAPTER – 5.0
IMPROVEMENT PROPOSALS,
It is proposed to improve the road to a double lane of NH standard (with 7.00m wide carriageway), abutted by hard shoulder of 1.90 m and parapet 0.6 m on valley side for plain/rolling and hard shoulder of 1.60 m, cushion-0.30m and side drain-0.60m on hilly side for plain/rolling terrain respectively. The reaches of hilly terrain will be provided with parapet wall on the valley side and paved drain on the hillside. Unpaved drains have also been provided in the plain/rolling terrain. Appropriate protective works like masonry with grassing on cut slopes on hills retaining walls and breast walls have been provided. Safety provisions and traffic aid like traffic signs, guard posts, distance stones road delineators and reflectors have been provided.
5.01 Pavement : The existing pavement is of flexible pavement with
bituminous wearing course. The condition of the existing road pavement is generally poor. In a few stretches the pavement has been damaged due to crack, and depressions ruts,. Existing pavement composition comprises of sand and gravel of 100 to 200 mm and about 100mm of WBM as base course surfaced with bituminous layer of pre mixed carpet.
Pavement design shall be based on guidelines as per IRC: 37-2001 and IRC: 81 – 1997 for flexible pavement, both for widening and new construction.
Granular materials conforming to clause 401 of MoRT & H
specifications of road and bridge work with liquid limit and plasticity index of not more than 25 and 6 respectively and CBR not less than 25% with minimum thickness of 250mm has been considered.
For heavily trafficked roads, use of wet mix macadam (WMM) base has been selected. Pavement composition for widening / new construction of project road is given as under.
Crust Composition for New Pavement.
GSB 250 mm WMM 325mm DBM 60mm BC 40mm
Total : 675 mm
35
5.02 Road : The total length of existing road is 112.13 km and re-aligned road is 6.21 km. The highway design shall be based on following IRC Codes and publications in conformity with requirements set forth in MoRT&H specifications.
Sl. No. Description Design Code/Standard
1 Geometric designs and standards
i) IRC:38:1988 Guideline for design of horizontal curves.
ii) IRC:SP-23:1993 – Vertical Curves. iii) IRC:52:1981 – Geometric design of hill
roads iv) IRC:54:1974 – Lateral & vertical
clearances at under passes for vehicular traffic.
v) IRC:64:1990 – Capacity of roads in rural areas.
vi) IRC:66:1976 – Site distance on rural highways.
vii) IRC:73:1980 – Geometric designs standard of rural highways.
viii) IRC:86:1983 – Geometric designs standard for Urban Roads in Plains.
5.03 : Bridges : The total number of existing bridge is 8 and 1 on
re-aligned road. All the eight existing bridges are proposed to be replaced with new bridges of as per IRC:6-2000.
The design of bridges shall be based on IRC: SP-13- 2004 –
Guidelines for design of small bridges and culverts and design loading shall be as per IRC: 6- 2000.
The width of bridge shall be 12 mtrs and carriageway with
footpath shall be 11 mtrs.
36
5.04 PROTECTION WORKS. 5.04.1 Retaining Wall : In smaller stretches, the earth fill in
foundation width on valley side needs to be retained from slippage and in valley point water flows over the road. To achieve requisite formation width when cutting into hill side is not economical or has to be restricted, due to hard rocky strata or other reasons. To some extent, the provision of retaining walls, protect the road formation. Provisions of retaining walls are made with or without gabion walls. The tentative locations are attached.
5.04.2Breast Wall : In hill section, where widening is proposed
on hill side, breast walls are proposed, in such sections where the hill side strata or soft flowing for protection against instability. The breast walls are conventionally proposed in stone Gabion construction. The average height of the walls is proposed to be 2.50m. Gabion wall construction is most suitable for unstable situations, which have the advantage of flexibility in drainage from the hill strata behind and rebuilding in case of failure. The Gabion breast walls shall be stepped, with slope of 1:4 to 1:3.
The breast wall shall:
i) Keep the road edge defined and protect the drain. ii) Protect the hill slope from slips. iii) Would not allow continually flow of soil mass during
slide. iv) Assist in drainage from hill slop.
The provision of these is proposed as per guidelines given in “IRC SP:48-1988”. The sections where the breast walls are proposed is tentative and is subject to variation depending upon strata met in hill side cut. The tentative locations are attached.
5.04. 3 Parapets / edge stones/ Delineators.
i) Parapets on retaining walls are proposed in same specifications as that for retaining walls. The parapet shall be 0.6m in width and 0.6 m in height above the road level.
ii) Edge stones / Delineators : Where the road is extra wide or is through cut the road way is demarcated / delineated by edge stones on drain side and delineators on valley sides. Delineators are proposed at every 100m interval opposite 200 m stone and km stone in addition to the curves and vulnerable locations.
5.05 REQUIREMENT OF REALIGNMENT:
37
5.01 Realignment: The road is re-aligned for a length of 6.21 km
only which runs parallel to the existing road from ch:27.58 to 30.40km and 105.80 Km to 108.16 Km. Re-alignment is proposed to avoid the erosion from Subansiri river along the existing road and to provide By-pass road to avoid the congested area of Tirbin town without which many govt. assets would be dislocated. R-alignment generally follows the topography through hilly terrain. Project road has curvilinear alignment with lots of horizontal curves all along, with many of these sharp with radius as less as 15 mtr on road.
DETAILS OF RE-ALIGNMENT PORTION. i) Re-alignment to provide by-pass
road to Tirbin Town Ch. 27.58 to 30.40 Km
2.82 Km
Length of Re-alignment portion 2.88 Km.
Length increased by (+) 0.060 Km
Total length increased 0.060 Km
Take off Point at Ch.27.58 km. Meeting Point at Ch.30.04 km. Congested Point at ch. 27.60 km. Congested Point at ch. 28.03 km.
38
DETAILS OF RE-ALIGNMENT PORTION.
ii). Re-alignment to avoid the sinking
zone. Ch. 105.80 to 108.16 Km
2.36 Km
Length of Re-alignment portion 3.33 Km.
Length increased by (+) 0.97 Km
Total length increased 1.030 Km
CHAPTER-6: COST ESTIMATE
Sl.No. Description of Item Amount in Lakhs Remarks
1 2 3.00 4
I Total of cost estimate ( General abstract - I) Rs. 42,203.41 "A"
II) 7 year maintenance cost @ 3% on "A" Rs. 1,266.10
Total of I & II Rs. 43,469.51 "B"
III) Contingencya) Escalation cost of men and materials @ 20% of
the project cost.Rs. 8,693.90
b) Physical contingency allowance @ 3% on " B Rs. 1,304.09 Total of III Rs. 9,997.99 "C"
IV) Contract Preparation Cost
a) Environment mitigation measure costs. Rs. 250.00 L.S
9 Traffic Sign Km Stone etc. Rs. 15,71,20,571.00 ( Annexure - IX)
Total Rs. 4,22,03,40,802.25
Rs. 42,203.41
GENERAL ABSTRACT
Lakhs
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
38 A
Name of work: Trans Arunachal Highway
ANNEXURE - I
Sl.No. Description of Item Unit Estimated Qnty Rate ( in Rs.) Total Amount
( in Rs.) Remarks
1 2 3 4 5 6 7
1.01 a) Construction and providing 100 Sqm base officefor the employer and his staff complete as perTechnical Specification Clause 120, along withall furniture etc. detailed therein.
Each 3.00 9,00,000.00 27,00,000.00
b) Salvage value of furniture & Equipment detailedin Technical specification Clause 120
L.S 60,000.00
c) Maintenance of Base Office & its furniture &equipment
Month 105.00 10,000.00 10,50,000.00
1.02 Communicationsa) Providing and commissioning cellular phones of
standard make such as " Nokia" for employercomplete as per Technical Specification Clause123
Each 9.00 10,000.00 90,000.00
b) Maintenance cellular phones for the employercomplete as per Technical Specification Clause123
Month 209.00 1,000.00 2,09,000.00
c) Providing and maintenance a fax machine forthe employer, including operable telephone line
Month 209.00 500.00 1,04,500.00
1.03 Providing and maintenance vehicles for theemployer including drive, POL etc. complete asper Technical Specification Clause 124
a) Saloon Car Veh days 106.00 40,000.00 42,40,000.00
b) Hard top 4 wheel drive Veh days 209.00 40,000.00 83,60,000.00
1.04 Supply of colour record photographs withnegatives and two colour prints in size ( 6" * 4")there from mounted in album as per TechnicalSpecification Clause 125
No 3000.00 60.00 1,80,000.00
1.05 Supply of additional prints ( 24" * 48") ofcoloured photographs of approved size as perTechnical Specification Clause 125
No 3000 20.00 60,000.00
1.06 Supply of colour digital camera No 6 15,000.00 90,000.00
1.07 Supply of labtops No 6 60,000.00 3,60,000.00
1.08 Supply of GPS Altimetar, Total station and othersurvey equipments.
No 6 10,00,000.00 60,00,000.00
Total 2,35,03,500.00
GENERAL PROVISION
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
38 A
Name of work: Trans Arunachal Highway ANNEXURE - II
Sl.No. Description of Item No L B D Qty Rate Unit Amount
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
38 A
Name of work: Trans Arunachal Highway
Sl.No. Description of Item Qty Unit Rate Amount1 2 3 4 5 61 Earth work in Excavation
by mechanicalmeans……………….
a) Ordinary soil 34,73,417.00 Cum. 197.00 68,42,63,149.00 b) Ordinary Rock 19,19,316.00 Cum. 303.00 58,15,52,748.00 c) Hard rock (blasting) 8,42,825.00 Cum. 361.00 30,42,59,825.00
2 Rebate towards rockmaterials obtained fromblasted rock - Qty. - 50%of H/rock
4,21,412.50 Cum. ( - ) 235.00 (9,90,31,937.50)
1,47,10,43,784.50
Sl.No. Description of Item Ordinary Soil Ordinary Rock Hard Rock 1 2 3 4 5a) Existing road 32,44,135.00 17,15,510.00 6,40,785.00
Re-alignment 27.58-30.40 km.
99,348.00 87,625.00 87,039.00
Re-alignment 105.80-108.16 km.
1,29,934.00 1,16,181.00 1,15,001.00
Total 34,73,417.00 19,19,316.00 8,42,825.00
ABSTRACT OF COST (EARTH WORK)
SCHEDULE OF QUANTITY (EARTH WORK)
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
38 A
Name of work: Trans Arunachal Highway ANNEXURE -IV
Sl.No. Description of Item No L B D Qty Rate Unit Amount (in Rs.)
1 2 3 4 5 6 7 8 9 10
SUB-BASE & BASE COURSEWidening portion of existing road
1 Construction of granular sub-base byproviding close graded Material, mixing ina mechanical mix plant at OMC, carriageof mixed Material to work site, spreadingin uniform layers with motor grader onprepared surface and compacting withvibratory power roller to achieve thedesired density, complete as per clause401 ) for grading- II Material
1 1,07,110.00 6.75 0.25 1,80,748.13 1,721.00 Cum 31,10,67,523.13
Realignment of By-pass road1(a) Construction of granular sub-base by
providing close graded Material, mixing ina mechanical mix plant at OMC, carriageof mixed Material to work site, spreadingin uniform layers with motor grader onprepared surface and compacting withvibratory power roller to achieve thedesired density, complete as per clause401 ) for grading- II Material
1 6,260.00 10.50 0.25 16,432.50 1,721.00 Cum 2,82,80,332.50
2 Wet Mix Macadam (Providing, laying,spreading and compacting graded stoneaggregate to wet mix macadamspecification including premixing theMaterial with water at OMC in mechanicalmix plant carriage of mixed Material bytipper to site, laying in uniform layers withpaver in sub- base / base course on wellprepared surface and compacting withvibratory roller to achieve the desireddensity.) Two layers of 162.5mm thick.
1 1,13,370.00 7.00 0.325 2,57,916.75 1,412.00 Cum 36,41,78,451.00
BITUMENOUS PAVEMENT3 Prime coat (Providing and applying primer
coat with bitumen emulsion on preparedsurface of granular Base including clearingof road surface and spraying primer at therate of 0.60 kg/sqm using mechanicalmeans.)
4 Providing and applying tack coat withbitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqmon the prepared bituminous/granularsurface cleaned with mechanical broom.
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km
44.
Sl.No. Description of Item No L B D Qty Rate Unit Amount (in Rs.)
1 2 3 4 5 6 7 8 9 10
5 Dense Graded Bituminous Macadam(Providing and laying dense bituminousmacadam with 100-120 TPH batch typeHMP producing an average output of 75tonnes per hour using crushed aggregatesof specified grading, premixed withbituminous binder @ 4.0 to 4.5% byweight of total mix of mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisherwith sensor control to the required grade,level and alignment, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as perMoRTH specification clause No. 507complete in all respects.)
1 1,13,370.00 7.00 0.060 47,615.40 8,213.00 Cum 39,10,65,280.20
6 Bituminous Concrete (Providing andlaying bituminous concrete with 100-120TPH batch type hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specifiedgrading, premixed with bituminous binder@ 5.4 to 5.6 % of mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisherwith sensor control to the required grade,level and alignment, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as perMORTH specification clause No. 509complete in all respects)
1 1,13,370.00 7.00 0.040 31,743.60 9,156.00 Cum 29,06,44,401.60
1,41,69,79,588.43 7,08,48,979.42
1,48,78,28,567.85
1,48,78,28,568.00
Add 5% for curves & Junction on Item 1 - 6
Say Rs.
45.
Name of work: Trans Arunachal Highway
Sl.No. Description of Item Qty Rate Unit Amount (Rs.) Remarks:1 2 7 8.00 9 10 11
1 RCC Box culvert (1.00 m)
576.00 4,50,000.00 each 25,92,00,000.00
2 RCC Slab Culvert (2.00 m)
98.00 9,50,000.00 each 9,31,00,000.00
3 RCC Slab Culvert (3.00 m)
30.00 14,20,000.00 each 4,26,00,000.00
4 RCC Slab Culvert (4.00 m)
13.00 19,55,000.00 each 2,54,15,000.00
5 RCC Slab Culvert (5.00 m)
7.00 25,25,000.00 each 1,76,75,000.00
6 RCC Slab Culvert (6.00 m)
11.00 48,15,000.00 each 5,29,65,000.00
Total 735.00 Rs. 49,09,55,000.00
ABSTRACT OF COST OF CULVERTS
ANNEXURE -VSegment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
46.
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.DETAILS OF EXISTING CULVERTS REQUIRING RECONSTRUCTION.
Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
Sl.No.
Description of Item Qnty Rate Unit Amount in (Rs.) Remarks
1 2 3 4.00 5 6.00 71 Providing and fixing of retro-reflectorised cautionary,
mandatory and informatory sign as per IRC : 67 madeof encapsulated lens type reflective sheeting vide clause8013, fixed over aluminium sheeting 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75mm x 6 mm ( height from crown level of the road andbottom of the sign board shall not be less than 1.5 m.)firmly fixed to the ground by means of prperly designedfoundation with M15 grade cement concrete 45 cm x 45cm x 60 cm, 60 cm below ground level as per approveddrawing including painting of vertical post as perspecification.
a) 60 cm equilateral triangle cautionary Sign. 386.00 3,120.00 Each 12,04,320.00 b) 60 cm circular ' mandatory Sign 35.00 4,282.00 Each 1,49,870.00 c) 80 cm x 60 cm rectangular 6.00 6,084.00 Each 36,504.00 d) 60 cm x 45 cm rectangular 26.00 4,163.00 Each 1,08,238.00 e) 60 cm high octagon Stop Signs 15.00 4,282.00 Each 64,230.00
2 Direction and place identification signs upto 0.9 sqm.Size board (Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 2 mm thick with area notexceeding 0.9 sqm supported on a mild steel singleangle iron post 75 x 75 x 6 mm (height from crown levelof the road and bottom of the sign board shall not beless than 1.5m) firmly fixed to the ground by means ofproperly designed foundation with M15 grade cementconcrete 45 x 45 x 60 cm, 60 cm below ground level asper approved drawing including painting of vertical postas per specification.
a) 800 mm x 600 mm 3.00 5,885.00 Each 17,655.00
b) 600 mm x 450 mm 23.00 3,130.00 Each 71,990.00
3 Direction and place identification signs with size morethan 0.9 sqm. size board (Providing and erectingdirection and place identification retro-reflectorised signas per IRC:67 made of encapsulated lens type reflectivesheeting vide clause 801.3, fixed over aluminiumsheeting, 2 mm thick with area exceeding 0.9 sqmsupported on a mild steel single angle iron post 75 x 75x 6 mm (height from crown level of the road and bottomof the sign board shall not be less than 1.5m) , 2Nos,firmly fixed to the ground by means of properly designedfoundation with M15 grade cement concrete 45 x 45 x60 cm, 60 cm below ground level as per approveddrawing including painting of vertical post as perspecification.
1200 mm x 800 9.00 20,232.00 Each 1,82,088.00
TRAFFIC SIGN, MARKING AND ROAD APPURTENANCES
( Annexure - IX)
Name of work: Trans Arunachal Highway
58.
Sl.No.
Description of Item Qnty Rate Unit Amount in (Rs.) Remarks
Kilometre stone of standard design as per IRC:8-1980,fixing in position including painting and printing etcasper relevant clause of section - 800 of specifications.a) 5th kilometre stone (precast) 12.00 2,785.00 Each 33,420.00
b) Ordinary Kilometre stone (precast) 60.00 1,698.00 Each 1,01,880.00
c) Hectometer stone (precast) 381.00 461.00 Each 1,75,641.00
5 Providing and fixing road delineators complete as pertechnical specification section 800
a) Triangular object marker 3.00 mm side with four redreflector, made out of 2mm thick alluminium sheet, faceto be fully covered by high intensity grade white retroreflective sheeting of encapsulated lens type.The background/border/symbols shall be made byscreen printing of desired colour as per sign details. Thesign iron frame fixed with 6 mm dia alluminium rebateson MS angle iron of size 40mm x 40mm x 5mm (NB)dia medium weight 500mm high MS pipe. allcomponents of signs and supports shall be throughlydescaled, cleaned, printed and painted with two coats ofepoxy paint. the sign back side shall be with grey colourand post shall be white colour. the post below groundshall be painted with 3 coats of red lead paint.
36.00 1,431.00 Each 51,516.00
b) Rectangular hazard marker 60 mm x 300 mm madeout of 2 mm thick alluminium sheet, face to be fullycovered by high intensity grade white retro reflectivesheeting of encapsulated lens type.The background/border/symbols shall be made byscreen printing of desired colour as per sign details. Thesign plate shall be fixed with 6 mm dia dia alluminiumrebates on MS angle iron frame. The angle iron frameshall be made with angle size 40 mm x 40 mm x 5 mm.The sign shall be fixed to 80 mm dia (NB) MS Pipe(MW) supports with nut boils and welding.
26.00 2,619.00 Each 68,094.00
c) Providing and fixing of 1 mm RCC guide post 300 mmdia of NP - 2 type HP - 1m high confirming to IS:458-1988 for guard stone, formation indicators, boundarystones etc. duly filled with earth except 0.15m from top,cement concrete of M-10 topping as shown in thedrawing and pipe embedded in cement concrete block of M-10 size 600 mm x 650 mm complete in all respectsincluding cost of painting with white and black paint.
873.00 1,549.00 Each 13,52,277.00
7 Reinforcement cement concrete M-15 grade boundarypillars of standard design as per IRC-25-1967, fixed inposition including finishing and lettring but includingpainting)etc. complete.)
163.00 436.00 Each 71,068.00
59.
Sl.No.
Description of Item Qnty Rate Unit Amount in (Rs.) Remarks
1 2 3 4.00 5 6.00 78 Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beamrail 70 cm above road/ground level, fixed on ISMCseries channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m belowground/road level, all steel parts and fitments to begalvanised by hot dip process, all fittings to conform toIS:1367 and IS:1364, metal beam rail to be fixed on thevertical post with a spacer of channel section 150 x 75 x5 mm, 330 mm long complete as per clause 810)
55997.00 2,740.00 Each 15,34,31,780.00
Rs. 15,71,20,571.00
60.
Annexure- XSegment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.
Sl.No. Location of area Material available Average Lead Remarks
1 Ego(Daring) River bed stone boulder-90-40, 63-40,& 20mm.
60.00km Under private purview. ( Minor)
2 Along River bed stone boulder-90-40, 63-40, 20mm.
70.00 KM Under private purview. ( Minor)
3 Along Sand and shingles 70.00km Govt. approved quarry.
4 Subansiri Bridge (Lida)
Sand 38.00 km. Under private purview. ( Minor)
5 Dumporijo Boulder & Shingle 38.00 km. Under private purview. ( Minor)
LOCATION OF QUARRIES
INVENTORIES
CULVERTS
BRIDGES INVENTORIES
ROAD INVENTORIES
PAVEMENTS
BRIDGE CONDITION
WALLS
ASSETS
Road Name : TRANS Arunachal Highway Road No:Section : Bame to Daporijo (Subansiri Bridge point) 112.13 km. Date of Survey: 17th to 22nd April 2008
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 191 0.000 Box 0.20 0.600 3.75 5.10 H/Wall P Box RRM RRM 0.55 0.60 P G2 0.130 Box 0.20 0.600 3.75 5.30 H/Wall P Box RRM RRM 0.70 0.75 P G3 0.467 Box 0.20 1.200 3.75 5.10 H/Wall P Box RRM RRM 0.70 0.75 P G4 0.652 Box 0.20 1.200 3.75 5.20 H/Wall P Box RRM RRM 0.75 0.80 P G5 0.845 Box 0.20 1.800 3.75 5.40 H/Wall P Box RRM RRM 0.80 0.90 P G6 0.941 Box 0.20 0.600 3.75 5.20 H/Wall P Box RRM RRM 0.70 0.80 P G7 1.041 Box 0.20 0.600 3.75 5.20 H/Wall P Box RRM RRM 0.80 0.95 P G8 1.226 Box 0.20 1.219 3.75 5.20 H/Wall P Box RRM RRM 0.75 0.85 P G9 1.355 Box 0.20 1.219 3.75 5.30 H/Wall P Box RRM RRM 0.80 0.95 P G
10 1.490 Box 0.20 0.609 3.75 5.30 H/Wall P Box RRM RRM 0.78 0.80 P G11 1.565 Box 0.20 0.914 3.75 5.30 H/Wall P Box RRM RRM 0.80 0.85 P G12 1.675 Box 0.20 9.600 3.75 5.20 H/Wall P Box RRM RRM 0.80 0.95 P G13 1.761 Box 0.20 1.520 3.75 5.40 H/Wall P Box RRM RRM 0.75 0.85 P G14 1.872 Box 0.20 0.609 3.75 5.50 H/Wall P Box RRM RRM 0.70 0.80 P G15 2.022 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.70 0.80 P G16 2.165 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G17 2.254 Box 0.20 0.914 3.75 5.30 H/Wall P Box RRM RRM 0.55 0.60 P G18 2.357 Box 0.20 0.609 3.75 5.60 H/Wall P Box RRM RRM 0.80 0.90 P G19 2.405 Box 0.20 1.520 3.75 5.50 H/Wall P Box RRM RRM 0.90 1.00 P G20 2.476 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G21 2.598 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G22 2.653 Box 0.20 1.210 3.75 5.40 H/Wall P Box RRM RRM 0.92 1.00 P G23 2.725 Box 0.20 1.210 3.75 5.20 H/Wall P Box RRM RRM 0.90 1.10 P G24 2.842 Box 0.20 1.210 3.75 5.50 H/Wall P Box RRM RRM 0.95 1.10 P G25 2.969 Box 0.20 0.609 3.75 5.50 H/Wall P Box RRM RRM 0.50 0.65 P G26 3.180 Box 0.20 1.290 3.75 5.50 H/Wall P Box RRM RRM 0.95 1.00 P G27 3.382 Box 0.20 0.609 3.75 5.50 H/Wall P Box RRM RRM 0.60 0.70 P G28 3.504 Box 0.20 0.609 3.75 5.60 H/Wall P Box RRM RRM 0.60 0.70 P G29 3.564 Box 0.20 0.914 3.75 5.60 H/Wall P Box RRM RRM 0.75 0.80 P G30 3.629 Box 0.20 0.609 3.75 6.10 H/Wall P Box RRM RRM 0.55 0.60 P G31 3.615 Box 0.20 0.910 3.75 6.00 H/Wall P Box RRM RRM 0.80 0.85 P G32 3.786 Box 0.20 0.910 3.75 6.20 H/Wall P Box RRM RRM 0.80 0.85 P G33 3.889 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G34 4.129 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type Condition
INVENTORY & CONDITION SURVEY FOR CULVERTS Sheet No.
Location
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
61.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
35 4.302 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G36 4.449 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G37 4.510 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G38 4.594 Box 0.20 0.600 3.75 6.10 H/Wall P Box RRM RRM 0.55 0.60 P G39 4.674 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G40 4.783 Box 0.20 0.910 3.75 5.20 H/Wall P Box RRM RRM 0.75 0.85 P G41 4.895 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G42 5.044 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G43 5.191 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G44 5.303 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G45 5.470 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G46 5.567 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G47 5.650 Box 0.20 3.090 3.75 5.60 H/Wall P Box RRM RRM 1.20 1.50 P G48 5.807 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G49 5.922 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G50 6.072 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G51 6.523 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G52 6.638 Box 0.20 4.560 3.75 5.70 H/Wall P Box RRM RRM 1.50 1.60 P G53 6.738 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G54 6.817 Box 0.20 1.210 3.75 5.50 H/Wall P Box RRM RRM 0.80 0.86 P G55 7.098 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G56 7.185 Box 0.20 3.640 3.75 5.90 H/Wall P Box RRM RRM 0.90 1.00 P G57 7.278 Box 0.20 0.750 3.75 5.80 H/Wall P Box RRM RRM 0.60 0.65 P G58 7.342 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G59 7.430 Box 0.20 1.210 3.75 5.70 H/Wall P Box RRM RRM 0.80 0.90 P G60 7.491 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G61 7.029 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G62 7.754 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G63 7.827 Box 0.20 1.210 3.75 5.80 H/Wall P Box RRM RRM 0.80 0.90 P G64 7.430 Box 0.20 2.430 3.75 5.70 H/Wall P Box RRM RRM 0.95 1.00 P G65 8.151 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G66 8.228 Box 0.20 3.040 3.75 5.50 H/Wall P Box RRM RRM 0.95 1.10 P G67 8.333 Box 0.20 1.210 3.75 5.50 H/Wall P Box RRM RRM 0.70 0.75 P G68 8.381 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G69 8.518 Box 0.20 1.210 3.75 5.50 H/Wall P Box RRM RRM 0.70 0.75 P G70 8.630 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G71 8.738 Box 0.20 1.290 3.75 5.80 H/Wall P Box RRM RRM 0.80 0.90 P G72 8.807 Box 0.20 1.290 3.75 5.40 H/Wall P Box RRM RRM 0.80 0.90 P G73 8.870 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G
62.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
74 8.930 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G75 9.042 Box 0.20 1.210 3.75 5.90 H/Wall P Box RRM RRM 0.80 0.90 P G76 9.135 Box 0.20 0.610 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G77 9.330 Box 0.20 0.600 3.75 6.20 H/Wall P Box RRM RRM 0.55 0.60 P G78 9.410 Box 0.20 0.910 3.75 6.10 H/Wall P Box RRM RRM 0.70 0.75 P G79 9.517 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G80 9.648 Box 0.20 1.210 3.75 5.70 H/Wall P Box RRM RRM 0.70 0.75 P G81 9.750 Box 0.20 0.600 3.75 6.10 H/Wall P Box RRM RRM 0.55 0.60 P G82 9.835 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G83 9.955 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G84 10.081 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G85 10.156 Box 0.20 1.820 3.75 5.90 H/Wall P Box RRM RRM 0.80 0.85 P G86 10.226 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G87 10.342 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G88 10.442 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G89 10.528 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G90 10.680 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G91 10.972 S/Culvert 0.20 4.860 3.75 5.70 H/Wall P Slab RRM RRM 1.20 1.25 P G92 11.052 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G93 11.295 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G94 11.406 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G95 11.545 Box 0.20 0.910 3.75 5.80 H/Wall P Box RRM RRM 0.75 0.80 P G96 11.710 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G97 11.844 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G98 12.010 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G99 12.161 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G
100 12.428 Box 0.20 0.600 3.75 6.10 H/Wall P Box RRM RRM 0.55 0.60 P G101 12.528 Box 0.20 0.600 3.75 6.20 H/Wall P Box RRM RRM 0.55 0.60 P G102 12.658 S/Culvert 0.20 2.130 3.75 6.00 H/Wall P Slab RRM RRM 0.95 1.00 P G103 12.845 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G104 12.929 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G105 13.087 Box 0.20 1.210 3.75 5.90 H/Wall P Box RRM RRM 0.80 0.85 P G106 13.205 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G107 13.374 Box 0.20 0.750 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G108 13.558 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G109 13.682 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G110 13.788 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G111 13.882 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G112 14.003 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G
63.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
113 14.095 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G114 14.206 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G115 14.294 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G116 14.412 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G117 14.549 Box 0.20 0.910 3.75 5.80 H/Wall P Box RRM RRM 0.70 0.75 P G118 14.603 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G119 14.905 Box 0.20 1.510 3.75 5.40 H/Wall P Box RRM RRM 0.80 0.85 P G120 14.087 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G121 15.242 Box 0.20 0.610 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G122 15.325 Box 0.20 0.910 3.75 5.80 H/Wall P Box RRM RRM 0.75 0.80 P G123 15.420 Box 0.20 0.910 3.75 5.60 H/Wall P Box RRM RRM 0.75 0.80 P G124 15.531 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G125 15.668 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G126 15.880 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G127 15.967 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G128 16.030 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G129 16.100 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G130 16.370 Box 0.20 0.610 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G131 16.480 Box 0.20 0.750 3.75 5.70 H/Wall P Box RRM RRM 0.60 0.65 P G132 16.683 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G133 17.119 Box 0.20 0.910 3.75 6.00 H/Wall P Box RRM RRM 0.75 0.80 P G134 17.315 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G135 17.736 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G136 17.832 Box 0.20 0.610 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G137 18.022 Box 0.20 0.600 3.75 5.20 H/Wall P Box RRM RRM 0.55 0.60 P G138 18.180 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G139 18.444 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G140 18.610 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G141 18.900 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G142 19.281 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G143 19.300 HP 0.20 0.300 3.75 5.00 H/Wall P Pipe RRM RRM 0.55 0.60 P G144 19.405 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G145 19.632 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G146 19.771 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G147 20.043 Box 0.20 0.910 3.75 5.80 H/Wall P Box RRM RRM 0.75 0.80 P G148 20.386 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G149 20.420 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G150 20.567 Box 0.20 0.610 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G151 20.714 Box 0.20 1.210 3.75 6.00 H/Wall P Box RRM RRM 0.80 0.85 P G
64.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
152 20.845 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G153 20.967 Box 0.20 0.910 3.75 6.10 H/Wall P Box RRM RRM 0.75 0.80 P G154 21.100 Box 0.20 1.520 3.75 6.20 H/Wall P Box RRM RRM 0.70 0.75 P G155 21.295 Box 0.20 0.910 3.75 6.00 H/Wall P Box RRM RRM 0.75 0.80 P G156 21.348 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G157 21.450 S/Culvert 0.20 0.300 3.75 5.00 H/Wall P Pipe RRM RRM 0.45 0.50 P G158 21.597 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G159 21.734 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G160 21.938 Box 0.20 0.900 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G161 22.080 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G162 22.134 Box 0.20 0.910 3.75 5.70 H/Wall P Box RRM RRM 0.75 0.80 P G163 22.298 Box 0.20 0.910 3.75 5.90 H/Wall P Box RRM RRM 0.75 0.80 P G164 22.356 Box 0.20 1.520 3.75 5.50 H/Wall P Box RRM RRM 0.70 0.75 P G165 22.500 Box 0.20 0.910 3.75 5.80 H/Wall P Box RRM RRM 0.75 0.80 P G166 22.684 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G167 22.889 Box 0.20 0.910 3.75 6.00 H/Wall P Box RRM RRM 0.75 0.80 P G168 22.946 Box 0.20 2.420 3.75 5.70 H/Wall P Box RRM RRM 1.00 1.05 P G169 23.000 S/Culvert 0.20 3.000 3.75 5.40 H/Wall P Slab RRM RRM 1.20 1.26 P G170 23.307 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G171 23.365 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G172 23.565 Box 0.20 1.210 3.75 6.00 H/Wall P Box RRM RRM 0.70 0.75 P G173 23.636 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G174 23.779 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G175 23.938 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G176 24.014 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G177 24.104 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G178 24.307 Box 0.20 1.210 3.75 6.00 H/Wall P Box RRM RRM 0.70 0.75 P G179 24.481 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G180 24.572 Box 0.20 0.910 3.75 5.90 H/Wall P Box RRM RRM 0.75 0.80 P G181 24.530 HP 0.20 0.300 3.75 5.00 H/Wall P Pipe RRM RRM 0.45 0.50 P G182 24.840 Box 0.20 1.920 3.75 5.70 H/Wall P Box RRM RRM 0.85 0.90 P G183 25.075 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G184 25.294 Box 0.20 1.210 3.75 5.70 H/Wall P Box RRM RRM 0.70 0.75 P G185 25.450 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G186 25.617 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G187 25.700 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G188 25.838 Box 0.20 1.520 3.75 5.60 H/Wall P Box RRM RRM 0.70 0.75 P G189 25.888 Box 0.20 0.910 3.75 5.50 H/Wall P Box RRM RRM 0.75 0.80 P G190 26.063 Box 0.20 0.910 3.75 5.90 H/Wall P Box RRM RRM 0.75 0.80 P G
65.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
191 26.352 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G192 26.544 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G193 26.648 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G194 26.763 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G195 26.918 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G196 27.040 Box 0.20 2.000 3.75 5.60 H/Wall P Box RRM RRM 0.90 0.95 P G197 27.284 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G198 27.407 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G199 27.600 S/Culvert 0.20 6.000 3.75 6.00 W/Wall P Slab RRM RRM RRM 3.10 3.15 P G200 27.790 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G201 27.978 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G202 28.094 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G203 28.100 HP 0.20 0.600 3.75 5.00 H/Wall P Pipe RRM RRM 0.55 0.60 P G204 28.179 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G205 28.100 HP 0.20 0.300 3.75 5.00 H/Wall P Pipe RRM RRM 0.45 0.50 P G206 28.307 Box 0.20 1.500 3.75 5.50 W/Wall P Box RRM RRM RRM 2.40 2.50 P G207 28.457 Box 0.20 0.900 3.75 5.50 H/Wall P Box RRM RRM 0.70 0.75 P G208 28.597 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G209 28.683 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G210 29.160 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G211 29.371 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G212 29.507 Box 0.20 1.200 3.75 5.70 H/Wall P Box RRM RRM 2.50 5.00 P G213 29.502 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G214 29.766 Box 0.20 0.900 3.75 5.90 H/Wall P Box RRM RRM 0.70 0.75 P G215 29.862 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G216 29.960 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G217 30.134 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G218 30.253 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G219 30.484 S/Culvert 0.20 3.600 3.75 5.90 H/Wall P Slab RRM RRM 4.00 6.00 P G220 30.593 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G221 30.874 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G222 31.042 Box 0.20 0.900 3.75 5.60 H/Wall P Box RRM RRM 0.70 0.75 P G223 31.097 Box 0.20 0.900 3.75 5.50 H/Wall P Box RRM RRM 0.70 0.75 P G224 31.225 Box 0.20 2.000 3.75 5.40 H/Wall P Box RRM RRM 2.00 4.00 P G225 31.225 Box 0.20 1.210 3.75 5.20 H/Wall P Box RRM RRM 0.80 0.85 P G226 31.428 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G227 31.570 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G228 32.160 Box 0.20 0.900 3.75 5.30 H/Wall P Box RRM RRM 0.70 0.75 P G229 32.276 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G
66.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
230 32.358 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G231 32.540 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G232 32.742 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G233 32.030 S/Culvert 0.20 2.400 3.75 5.70 H/Wall P Slab RRM RRM 4.00 5.00 P G234 33.214 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G235 33.486 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G236 33.990 S/Culvert 0.20 4.500 3.75 5.80 W/Wall P Slab RRM RRM RRM 3.20 3.90 P G237 34.248 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G238 34.412 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G239 34.682 Box 0.20 0.750 3.75 5.50 H/Wall P Box RRM RRM 0.60 0.65 P G240 34.900 Box 0.20 1.200 3.75 5.80 H/Wall P Box RRM RRM 0.75 0.80 P G241 35.207 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G242 35.318 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G243 35.406 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G244 35.853 Box 0.20 0.600 3.75 5.90 H/Wall P Box RRM RRM 0.55 0.60 P G245 36.342 Box 0.20 0.600 3.75 6.00 H/Wall P Box RRM RRM 0.55 0.60 P G246 36.652 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G247 36.804 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G248 36.865 S/Culvert 0.20 2.400 3.75 5.80 H/Wall P Slab RRM RRM 1.00 1.05 P G249 36.940 Box 0.20 0.600 3.75 5.20 H/Wall P Box RRM RRM 0.55 0.60 P G250 37.019 Box 0.20 0.900 3.75 5.40 H/Wall P Box RRM RRM 0.70 0.75 P G251 37.159 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G252 37.325 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G253 37.410 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G254 37.498 Box 0.20 0.600 3.75 5.40 H/Wall P Box RRM RRM 0.55 0.60 P G255 37.679 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G256 37.752 Box 0.20 0.600 3.75 5.70 H/Wall P Box RRM RRM 0.55 0.60 P G257 37.844 Box 0.20 0.600 3.75 5.60 H/Wall P Box RRM RRM 0.55 0.60 P G258 38.000 Box 0.20 1.210 3.75 5.60 H/Wall P Box RRM RRM 0.80 0.85 P G259 38.164 Box 0.20 0.600 3.75 5.80 H/Wall P Box RRM RRM 0.55 0.60 P G260 38.384 Box 0.20 0.600 3.75 5.50 H/Wall P Box RRM RRM 0.55 0.60 P G261 38.537 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G262 38.786 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G263 39.017 Box 0.20 1.520 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G264 39.105 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G265 39.299 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G266 39.382 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G267 39.480 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.80 P G268 39.594 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.95 P G
67.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
269 39.708 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.85 P G270 39.762 Box 0.20 1.520 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.95 P G271 39.866 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.78 0.80 P G272 40.050 Box 0.20 1.520 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.85 P G273 40.107 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.95 P G274 40.166 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.85 P G275 40.240 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.80 P G276 40.483 Box 0.20 1.500 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.80 P G277 40.570 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G278 40.700 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G279 40.843 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G280 40.944 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 1.00 P G281 41.014 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G282 41.050 Box 0.20 1.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G283 41.192 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.92 1.00 P G284 41.299 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 1.10 P G285 41.220 Box 0.20 1.200 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.95 1.10 P G286 41.340 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.50 0.65 P G287 41.427 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.00 P G288 41.625 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.70 P G289 41.720 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.70 P G290 41.870 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G291 41.933 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G292 42.035 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G293 42.086 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G294 42.219 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G295 42.277 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G296 42.432 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G297 42.528 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G298 42.715 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G299 43.015 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G300 43.180 Box 0.20 1.800 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G301 43.404 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.85 P G302 43.526 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G303 43.702 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G304 43.847 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G305 44.040 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G306 44.274 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G307 44.348 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
68.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
308 44.470 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.20 1.50 P G309 44.645 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G310 44.737 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G311 44.900 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G312 45.060 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G313 45.255 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.50 1.60 P G314 45.340 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G315 45.420 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.86 P G316 45.575 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G317 45.675 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 1.00 P G318 45.705 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.65 P G319 45.855 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G320 45.925 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G321 46.125 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G322 46.240 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G323 46.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G324 46.465 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G325 46.725 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.00 P G326 46.815 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G327 46.925 Box 0.20 1.820 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.95 1.10 P G328 46.989 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G329 46.990 Box 0.20 1.500 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G330 47.025 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G331 47.000 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G332 47.125 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G333 47.210 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G334 47.300 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G335 47.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G336 47.705 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G337 47.775 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G338 48.025 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G339 48.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G340 48.250 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G341 48.350 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G342 48.480 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G343 48.525 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G344 48.675 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G345 48.825 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G346 49.002 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G
69.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
347 49.150 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G348 49.240 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G349 49.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G350 49.675 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G351 49.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G352 49.755 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.20 1.25 P G353 49.998 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G354 50.110 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G355 50.305 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G356 50.315 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G357 50.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G358 50.640 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G359 50.775 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G360 51.001 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G361 51.350 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G362 51.395 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G363 51.440 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.00 P G364 51.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G365 51.615 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G366 51.965 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G367 52.035 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G368 52.190 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G369 52.375 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G370 52.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G371 52.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G372 52.825 S/Culvert 0.20 3.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G373 52.850 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G374 52.915 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G375 52.955 S/Culvert 0.20 3.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G376 53.185 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G377 53.105 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G378 53.225 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G379 53.450 S/Culvert 0.20 3.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G380 53.475 S/Culvert 0.20 2.100 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.85 P G381 53.645 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G382 54.022 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G383 54.165 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G384 54.262 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G385 54.450 S/Culvert 0.20 2.400 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G
70.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
386 54.505 S/Culvert 0.20 2.130 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G387 54.645 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G388 54.730 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G389 54.990 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G390 55.130 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G391 55.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G392 55.550 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.65 P G393 55.590 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G394 55.875 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G395 55.879 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G396 55.920 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G397 56.090 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G398 56.425 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G399 56.445 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G400 56.495 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G401 56.750 S/Culvert 0.20 3.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G402 57.015 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G403 57.165 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G404 57.240 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G405 57.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G406 57.525 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G407 57.860 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G408 57.925 S/Culvert 0.20 3.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G409 58.195 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G410 58.225 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G411 58.450 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G412 58.950 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G413 58.995 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G414 59.075 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G415 59.200 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G416 59.300 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G417 59.490 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G418 59.640 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.45 0.50 P G419 59.760 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G420 59.910 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G421 60.060 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G422 60.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G423 60.300 S/Culvert 0.20 2.430 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G424 60.500 S/Culvert 0.20 2.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G
71.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
425 60.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G426 60.970 Box 0.20 1.830 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G427 61.030 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G428 61.200 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G429 61.300 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.00 1.05 P G430 61.430 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.20 1.26 P G431 61.500 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G432 61.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G433 61.730 Box 0.20 1.500 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G434 62.060 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G435 62.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G436 62.460 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G437 62.840 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G438 63.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G439 63.270 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G440 63.540 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G441 63.660 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G442 63.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.45 0.50 P G443 64.030 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.85 0.90 P G444 64.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G445 64.390 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G446 64.660 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G447 64.840 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G448 65.160 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G449 65.360 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G450 65.450 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G451 65.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G452 66.090 S/Culvert 0.20 3.650 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G453 66.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G454 66.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G455 66.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G456 66.930 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G457 67.060 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 0.95 P G458 67.300 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G459 67.540 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G460 67.690 Box 0.20 0.600 3.66 6.10 W/Wall P /P Culvert RRM RRM RRM 3.10 3.15 P G461 67.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G462 68.090 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G463 68.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
72.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
464 68.360 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G465 68.600 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G466 68.630 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.45 0.50 P G467 68.970 Box 0.20 0.600 3.66 6.10 W/Wall P /P Culvert RRM RRM RRM 2.40 2.50 P G468 69.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G469 69.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G470 69.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G471 69.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G472 69.900 S/Culvert 0.20 2.430 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G473 70.110 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 2.50 5.00 P G474 70.160 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G475 70.250 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G476 70.700 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G477 70.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G478 70.850 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G479 70.900 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G480 71.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 4.00 6.00 P G481 71.200 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G482 71.430 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G483 71.460 S/Culvert 0.20 3.610 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G484 71.460 S/Culvert 0.20 5.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G485 71.600 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 2.00 4.00 P G486 72.180 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.85 P G487 72.270 Box 0.20 1.520 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G488 72.420 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G489 72.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G490 72.540 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G491 72.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G492 72.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G493 73.180 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G494 73.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 4.00 5.00 P G495 73.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G496 73.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G497 73.730 Box 0.20 0.600 3.66 6.10 W/Wall P /P Culvert RRM RRM RRM 3.20 3.90 P G498 73.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G499 74.030 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G500 74.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.65 P G501 74.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G502 74.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
73.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
503 74.550 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G504 74.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G505 74.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G506 75.050 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G507 75.210 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G508 75.450 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G509 75.600 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.00 1.05 P G510 75.630 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G511 76.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G512 76.250 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G513 76.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G514 76.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G515 76.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G516 76.880 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G517 77.010 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G518 77.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G519 77.270 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G520 77.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G521 77.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G522 78.060 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G523 78.150 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G524 78.360 Box 0.20 1.830 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G525 78.400 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G526 78.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G527 78.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G528 78.720 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.80 P G529 78.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.95 P G530 79.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.85 P G531 79.270 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.95 P G532 79.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.78 0.80 P G533 79.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G534 79.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.95 P G535 79.850 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.85 P G536 80.025 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.80 P G537 80.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.80 P G538 80.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G539 80.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G540 81.070 Box 0.20 1.200 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.90 P G541 81.270 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 1.00 P G
74.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
542 81.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G543 81.870 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G544 82.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.92 1.00 P G545 82.200 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 1.10 P G546 82.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.10 P G547 82.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.50 0.65 P G548 82.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.00 P G549 82.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.70 P G550 83.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.70 P G551 83.240 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G552 83.290 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G553 83.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G554 83.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G555 83.700 S/Culvert 0.20 3.650 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G556 83.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G557 83.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G558 84.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G559 84.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G560 84.330 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G561 84.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G562 84.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.85 P G563 84.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G564 84.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G565 84.950 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G566 85.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G567 85.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G568 85.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G569 85.630 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.20 1.50 P G570 85.800 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G571 86.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G572 86.025 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G573 86.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G574 86.330 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.50 1.60 P G575 86.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G576 86.500 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.86 P G577 86.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G578 86.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 1.00 P G579 87.150 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.65 P G580 87.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
75.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
581 87.360 Box 0.20 1.820 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.90 P G582 87.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G583 87.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G584 87.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G585 87.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G586 88.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.00 P G587 88.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G588 88.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.10 P G589 88.500 Box 0.20 1.829 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G590 88.545 Box 0.20 1.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G591 88.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G592 88.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G593 88.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G594 88.950 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G595 89.060 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G596 89.150 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G597 89.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.90 P G598 89.360 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G599 89.000 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G600 89.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G601 89.730 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G602 89.800 S/Culvert 0.20 3.048 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G603 89.850 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G604 89.900 S/Culvert 0.20 3.000 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G605 90.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G606 90.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G607 90.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G608 90.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G609 90.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G610 90.950 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G611 91.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G612 91.250 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G613 91.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.20 1.25 P G614 91.600 Box 0.20 1.830 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G615 91.800 Box 0.20 1.800 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G616 91.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G617 91.950 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G618 92.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G619 92.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
76.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
620 92.250 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G621 92.350 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G622 92.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G623 92.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G624 92.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.95 1.00 P G625 92.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G626 93.070 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G627 93.160 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G628 93.360 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G629 93.520 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G630 93.570 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G631 93.660 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G632 93.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G633 93.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G634 93.980 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G635 94.120 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G636 94.200 Box 0.20 0.900 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G637 94.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G638 94.450 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G639 94.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G640 94.750 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G641 94.900 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G642 94.960 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G643 95.050 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G644 95.166 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G645 95.400 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G646 95.460 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G647 95.550 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G648 95.670 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G649 95.720 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G650 95.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G651 96.200 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G652 96.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G653 96.500 Box 0.20 1.521 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.60 0.65 P G654 96.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G655 96.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G656 96.900 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G657 97.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G658 97.200 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
77.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
659 97.250 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G660 97.500 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G661 97.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G662 97.750 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G663 97.850 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G664 98.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G665 98.150 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G666 98.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G667 98.350 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G668 98.500 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G669 98.560 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G670 98.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G671 98.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G672 98.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G673 99.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G674 99.200 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G675 99.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G676 99.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G677 99.800 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G678 99.850 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G679 99.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.45 0.50 P G680 100.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G681 100.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G682 100.300 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G683 100.400 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G684 100.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G685 100.630 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G686 100.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G687 100.830 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G688 100.950 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G689 101.050 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G690 101.100 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.00 1.05 P G691 101.170 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.20 1.26 P G692 101.210 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G693 101.370 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G694 101.600 S/Culvert 0.20 3.640 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G695 101.660 Box 0.20 1.829 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G696 101.660 Box 0.20 1.500 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G697 101.850 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
78.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
698 101.900 Box 0.20 1.819 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G699 101.120 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G700 102.150 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G701 102.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G702 102.330 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G703 102.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.45 0.50 P G704 102.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.85 0.90 P G705 102.630 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G706 102.700 Box 0.20 1.120 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G707 102.900 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G708 103.000 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G709 103.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G710 103.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G711 103.275 Box 0.20 1.200 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.75 0.80 P G712 103.350 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G713 103.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G714 103.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G715 103.600 S/Culvert 0.20 4.520 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G716 103.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G717 103.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G718 103.900 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.90 0.95 P G719 104.100 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G720 104.160 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G721 104.300 Box 0.20 0.600 3.66 6.10 W/Wall P /P Culvert RRM RRM RRM 3.10 3.15 P G722 104.600 Box 0.20 1.120 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G723 104.630 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G724 104.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G725 104.830 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G726 105.050 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G727 105.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.45 0.50 P G728 105.460 Box 0.20 3.047 3.66 6.10 W/Wall P S/Culvert RRM RRM RRM 2.40 2.50 P G729 105.500 Box 0.20 1.820 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G730 105.600 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G731 105.750 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G732 105.950 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G733 106.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G734 106.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 2.50 5.00 P G735 106.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G736 106.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G
79.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
737 106.730 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G738 106.970 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G739 107.050 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G740 107.100 S/Culvert 0.20 4.540 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G741 107.300 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 4.00 6.00 P G742 107.443 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G743 107.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G744 107.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G745 107.800 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G746 107.870 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 2.00 4.00 P G747 107.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G748 107.930 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G749 108.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G750 108.100 S/Culvert 0.20 4.560 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.70 0.75 P G751 108.200 Box 0.20 1.820 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G752 108.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G753 108.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G754 108.600 Box 0.20 1.820 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G755 108.700 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 4.00 5.00 P G756 108.800 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G757 108.885 Box 0.20 1.200 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G758 108.970 Box 0.20 0.600 3.66 6.10 W/Wall P /P Culvert RRM RRM RRM 3.20 3.90 P G759 109.100 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G760 109.250 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G761 109.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.60 0.65 P G762 109.600 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G763 109.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G764 109.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G765 110.050 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G766 110.120 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G767 110.200 HP 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G768 110.400 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G769 110.430 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G770 110.550 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 1.00 1.05 P G771 110.600 Box 0.20 1.219 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G772 110.630 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G773 110.700 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G774 110.730 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G775 111.000 Box 0.20 0.910 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G
80.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Carriage way
Width (m)
Details of superstructure Height above Bed level
U/S side (m)
Width of
Culvert (m)
Details of Protection works
Type ConditionLocation
Type of Structures (Pipe,slab,Box,arch)
Thickness of slab
(m)
Span arrangement
and total ventway
(Nos,
Presence of Scour
Adequacy of
Waterway
RemarksSl. No Slab/Pip
e/Box/Arch
Head wall
Wing wall
Return wall
D/S side (m)
Parapet Handrail
776 111.200 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G777 111.250 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G778 111.300 S/Culvert 0.20 2.430 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G779 111.350 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G780 111.500 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.80 0.85 P G781 111.600 Box 0.20 1.820 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G782 111.650 S/Culvert 0.20 4.526 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.55 0.60 P G783 111.730 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G784 111.800 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.55 0.60 P G785 111.900 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G786 112.000 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.70 0.75 P G787 112.100 Box 0.20 0.600 3.66 6.10 H/Wall P /P Culvert RRM RRM 0.75 0.80 P G788 112.130 Box 0.20 1.210 3.66 6.10 H/Wall P S/Culvert RRM RRM 0.80 0.90 P G
G=Good F= Full P = Poor VP=Very Poor NA=Not Avoidable Surveyed by……………………….
Section : Bame to Daporijo (Subansiri Bridge point) 112.13 km.
BRIDGE INVENTORY
68.
28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48RRM Wing wall N to S G G G G
RRM N to SW G VP P 1.17
RRM Wing wall 16.50 5.50 N to S G G G G 13.46 1.10 0.40 0.75Footing C.C Wing wall 14.00 17.80 N to S P P P P P 20.00 40R 2.80 1.11 38.50 0.95 Footing C.C Wing wall 4.00 17.00 N to S P P P P P 30.00 40R 3.00 1.80 20.30 1.20 Footing C.C Wing wall 14.00 6.00 N to S P P P P P 30.00 40R 2.00 0.90 30.32 1.20 Footing C.C Wing wall 5.20 17.00 N to S P P P P P 30.00 40R 3.00 1.80 20.30 1.20 Footing C.C Wing wall 5.20 6.00 N to S P P P P P 50.00 40R 4.50 1.00 20.00 1.20
PIER FOUNDATI
ON
ABUTMENT FOUNDATION
Type
Mat
eria
l
Type
Mat
eria
l
PROTECTION WORK
49
Rem
arks
Skew
ang
le (D
egre
e)
Bed
Appr
oach
Verti
cal c
lear
ance
(bel
ow /
botto
m
of d
eck
slab
) (m
)
Dire
ctio
n of
flow
Abut
men
t
Des
ign
Dis
char
ge (c
.u.m
)
Max
imum
des
ign
velo
city
(m/s
ec)
Para
pet
Cle
ar w
ater
way
(m)
Des
ign
of lo
adin
g
Hig
h flo
od L
evel
(HFL
) PRESENT CONDITION OF BRIDGE
Low
est W
ater
Lev
el (L
.W.L
)
Roa
d fo
rmat
ion
leve
l (m
)
Pie
rs
Sla
b
Bear
ing
69.
Road Road
0.00 0.05 Hilly Built up Bame 6.50 BT 3.66 G ER 1.42 F0.05 0.11 6.10 BT 3.60 G ER 1.25 F0.11 0.19 6.20 BT 3.65 G ER 1.28 F0.19 0.25 6.10 BT 3.60 G ER 1.25 F0.25 0.37 6.00 BT 3.60 G ER 1.20 F0.37 0.49 6.20 BT 3.60 G ER 1.30 F0.49 0.62 6.20 BT 3.55 G ER 1.33 F0.62 0.73 Built up 6.20 BT 3.66 G ER 1.27 F0.73 0.82 Agri 6.10 BT 3.65 G ER 1.23 F0.82 0.90 Agri 6.00 BT 3.60 G ER 1.20 F0.90 1.01 Agri 6.10 BT 3.58 G ER 1.26 F1.01 1.10 Agri 6.00 BT 3.60 G ER 1.20 F1.10 1.22 Agri 6.00 BT 3.65 G ER 1.18 F1.22 1.31 Agri 6.10 BT 3.60 G ER 1.25 F1.31 1.41 Agri 6.10 BT 3.70 G ER 1.20 F1.41 1.50 Agri 6.00 BT 3.60 G ER 1.20 F1.50 1.58 Agri 6.00 BT 3.50 G ER 1.25 F1.58 1.65 Agri 6.10 BT 3.60 G ER 1.25 F1.65 1.74 Agri 6.20 BT 3.60 G ER 1.30 F1.74 1.93 Agri 6.10 BT 3.60 G ER 1.25 F1.93 2.03 Agri 6.00 BT 3.65 G ER 1.18 F2.03 2.11 Agri/Horti 6.10 BT 3.66 G ER 1.22 F2.11 2.22 Agri 6.10 BT 3.60 G ER 1.25 F2.22 2.31 Agri 6.00 BT 3.60 G ER 1.20 F2.31 2.40 Agri 6.20 BT 3.60 G ER 1.30 F2.40 2.52 Agri/Horti 6.10 BT 3.60 G ER 1.25 F2.52 2.63 Agri 6.10 BT 3.58 G ER 1.26 F2.63 2.72 Agri 6.20 BT 3.60 G ER 1.30 F2.72 2.84 Agri/Horti 6.00 BT 3.66 G ER 1.17 F2.84 2.91 Agri 6.00 BT 3.60 G ER 1.20 F2.91 2.99 Agri 6.10 BT 3.66 G ER 1.22 F2.99 3.11 Agri 6.20 BT 3.70 G ER 1.25 F3.11 3.22 Agri 6.10 BT 3.60 G ER 1.25 F
Road Name :Section :
Date of Survey : 17th to 22nd April
TRANS Arunachal HighwayBame to Daporijo (Subansiri Bridge point)
ROAD INVENTORY DATA SHEET Sheet No:3
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
69.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
3.22 3.31 Agri/Horti 6.00 BT 3.65 G ER 1.18 F3.31 3.44 Agri 6.10 BT 3.60 G ER 1.25 F3.44 3.52 Agri/Horti 6.10 BT 3.50 G ER 1.30 F3.52 3.61 Agri 6.00 BT 3.60 G ER 1.20 F3.61 3.69 Agri 6.10 BT 3.59 G ER 1.26 F3.69 3.72 Agri/Horti 6.10 BT 3.55 G ER 1.28 F3.72 3.83 Agri 6.00 BT 3.60 G ER 1.20 F3.83 3.91 Agri 6.10 BT 3.65 G ER 1.23 F3.91 4.07 Agri 6.10 BT 3.60 G ER 1.25 F4.07 4.12 Agri 6.50 BT 3.66 G ER 1.42 F4.12 4.21 Agri 6.20 BT 3.60 G ER 1.30 F4.21 4.33 Agri/Horti 6.00 BT 3.60 G ER 1.20 F4.33 4.51 Agri 6.20 BT 3.60 G ER 1.30 F4.51 4.67 Agri 6.10 BT 3.60 G ER 1.25 F4.67 4.73 Agri/Horti 6.00 BT 3.70 G ER 1.15 F4.73 4.81 Agri 6.10 BT 3.60 G ER 1.25 F4.81 4.97 Agri 6.10 BT 3.66 G ER 1.22 F4.97 5.09 Agri/Horti 6.20 BT 3.66 G ER 1.27 F5.09 5.19 Agri 6.00 BT 3.60 G ER 1.20 F5.19 5.28 Agri 6.10 BT 3.65 G ER 1.23 F5.28 5.41 Agri 6.00 BT 3.60 G ER 1.20 F5.41 5.54 Agri 6.20 BT 3.60 G ER 1.30 F5.54 5.66 Agri/Horti 6.10 BT 3.65 G ER 1.23 F5.66 5.78 Agri 6.00 BT 3.60 G ER 1.20 F5.78 5.94 Agri 6.10 BT 3.59 G ER 1.26 F5.94 6.04 Agri 6.00 BT 3.60 G ER 1.20 F6.04 6.16 Agri/Horti 6.20 BT 3.59 G ER 1.31 F6.16 6.25 Agri 6.00 BT 3.60 G ER 1.20 F6.25 6.31 Agri 6.30 BT 3.70 G ER 1.30 F6.31 6.44 Agri/Horti 6.10 BT 3.60 G ER 1.25 F6.44 6.52 Agri 6.10 BT 3.58 G ER 1.26 F6.52 6.67 Agri 6.10 BT 3.60 G ER 1.25 F6.67 6.82 Agri/Horti 6.00 BT 3.60 G ER 1.20 F6.82 6.95 Agri 6.20 BT 3.65 G ER 1.28 F6.95 7.02 Agri 6.00 BT 3.60 G ER 1.20 F7.02 7.19 Agri 6.00 BT 3.59 G ER 1.21 F7.19 7.31 Agri 6.10 BT 3.60 G ER 1.25 F7.31 7.47 Agri/Horti 6.00 BT 3.66 G ER 1.17 F7.47 7.62 Agri 6.20 BT 3.59 G ER 1.31 F7.62 7.75 Agri 6.00 BT 3.66 G ER 1.17 F
70.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
7.75 7.89 Agri 6.10 BT 3.60 G ER 1.25 F7.89 8.01 Agri/Horti 6.10 BT 3.66 G ER 1.22 F8.01 8.13 Agri/Horti 6.00 BT 3.60 G ER 1.20 F8.13 8.28 Agri 6.20 BT 3.60 G ER 1.30 F8.28 8.37 Agri 6.00 BT 3.65 G ER 1.18 F8.37 8.50 Agri 6.10 BT 3.60 G ER 1.25 F8.50 8.62 Agri 6.00 BT 3.60 G ER 1.20 F8.62 8.71 Agri/Horti 6.00 BT 3.59 G ER 1.21 F8.71 8.92 Agri 6.10 BT 3.60 G ER 1.25 F8.92 9.01 Agri 6.00 BT 3.60 G ER 1.20 F9.01 9.14 Agri 6.20 BT 3.60 G ER 1.30 F9.14 9.26 Agri 6.10 BT 3.60 G ER 1.25 F9.26 9.39 Agri 6.00 BT 3.66 G ER 1.17 F9.39 9.51 Agri/Horti 6.10 BT 3.60 G ER 1.25 F9.51 9.69 Agri/Horti 6.10 BT 3.58 G ER 1.26 F9.69 9.86 Agri 6.00 BT 3.60 G ER 1.20 F9.86 10.01 Agri 6.10 BT 3.60 G ER 1.25 F
10.01 10.14 Agri 6.00 BT 3.60 G ER 1.20 F10.14 10.22 Agri/Horti 6.20 BT 3.65 G ER 1.28 F10.22 10.37 Agri 6.10 BT 3.60 G ER 1.25 F10.37 10.51 Agri/Horti 6.10 BT 3.70 G ER 1.20 F10.51 10.65 Agri 6.00 BT 3.60 G ER 1.20 F10.65 10.77 Agri 6.20 BT 3.66 G ER 1.27 F10.77 10.86 Agri/Horti 6.00 BT 3.58 G ER 1.21 F10.86 10.95 Agri 6.00 BT 3.60 G ER 1.20 F10.95 11.15 Agri/Horti 6.10 BT 3.66 G ER 1.22 F11.15 11.69 4.00 BT 3.60 G ER 0.20 F RCC T-
Beam Bridge
11.69 11.37 Agri/Horti 6.00 BT 3.70 G ER 1.15 F over Sinam River
11.37 11.46 Agri 6.10 BT 3.60 G ER 1.25 F11.46 11.59 Agri 6.20 BT 3.60 G ER 1.30 F11.59 11.73 Agri 6.00 BT 3.59 G ER 1.21 F11.73 11.89 Agri/Horti 6.00 BT 3.60 G ER 1.20 F11.89 12.02 Agri 6.10 BT 3.60 G ER 1.25 F12.02 12.17 Agri 6.00 BT 3.66 G ER 1.17 F12.17 12.31 Agri 6.20 BT 3.60 G ER 1.30 F12.31 12.47 Agri 6.10 BT 3.65 G ER 1.23 F
71.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
12.47 12.61 Agri/Horti 6.10 BT 3.60 G ER 1.25 F12.61 12.78 Agri/Horti 6.00 BT 3.60 G ER 1.20 F12.78 12.91 Agri/Horti 6.10 BT 3.60 G ER 1.25 F12.91 13.01 Agri 6.00 BT 3.66 G ER 1.17 F13.01 13.17 Agri 6.00 BT 3.60 G ER 1.20 F13.17 13.29 Agri 6.10 BT 3.60 G ER 1.25 F13.29 13.38 Agri/Horti 6.20 BT 3.59 G ER 1.31 F13.38 13.53 Agri 6.10 BT 3.60 G ER 1.25 F13.53 13.65 Built
up/AgriSodo-Doke 6.00 BT 3.60 G ER 1.20 F
13.65 13.77 Agri/Horti 6.10 BT 3.70 G ER 1.20 F13.77 13.86 Agri 6.00 BT 3.60 G ER 1.20 F13.86 13.97 Agri 6.10 BT 3.70 G ER 1.20 F13.97 14.16 Agri 6.10 BT 3.60 G ER 1.25 F14.16 14.25 Agri 6.00 BT 3.65 G ER 1.18 F14.25 14.39 Agri/Horti 6.20 BT 3.60 G ER 1.30 F14.39 14.48 Agri/Horti 6.00 BT 3.58 G ER 1.21 F14.48 14.57 Agri 6.10 BT 3.60 G ER 1.25 F14.57 14.66 Agri 6.00 BT 3.60 G ER 1.20 F14.66 14.74 Agri/Horti 6.10 BT 3.66 G ER 1.22 F14.74 14.85 Agri 6.20 BT 3.60 G ER 1.30 F14.85 14.93 Agri 6.00 BT 3.60 G ER 1.20 F14.93 15.00 Agri 6.10 BT 3.66 G ER 1.22 F
15.00 15.05 Hilly Agri 6.10 BT 3.62 G ER 1.24 F 15.185 1 3.20 Rd. to Tedu-Doke Vill.
15.05 15.16 Agri 6.10 BT 3.60 G ER 1.25 F 18.800 2 3.60 Rd. to Yomcha.
15.16 15.24 Agri 6.00 BT 3.65 G ER 1.18 F 20.610 3 3.30 Rd. to Lipu-Doke Vill.
15.24 15.38 Agri 6.20 BT 3.66 G ER 1.27 F 22.535 4 3.90 Rd. to Moba-Doke Vill.
72.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
15.38 15.45 Agri 6.10 BT 3.60 G ER 1.25 F 26.410 5 3.60 Rd. to Chekor-Lombi
15.45 15.53 Agri/Horti 6.00 BT 3.60 G ER 1.20 F15.53 15.61 Agri 6.00 BT 3.59 G ER 1.21 F15.61 15.75 Agri 6.10 BT 3.66 G ER 1.22 F15.75 15.86 Agri/Horti 6.10 BT 3.60 G ER 1.25 F15.86 15.94 Agri 6.20 BT 3.61 G ER 1.30 F15.94 16.11 Agri/Horti 6.10 BT 3.66 G ER 1.22 F16.11 16.22 Agri 6.00 BT 3.55 G ER 1.23 F16.22 16.33 Agri 6.20 BT 3.66 G ER 1.27 F16.33 16.41 Agri 6.10 BT 3.60 G ER 1.25 F16.41 16.50 Agri 6.10 BT 3.70 G ER 1.20 F16.50 16.63 Agri 6.10 BT 3.60 G ER 1.25 F16.63 16.71 Agri 6.00 BT 3.60 G ER 1.20 F16.71 16.82 Agri 6.10 BT 3.80 G ER 1.15 F16.82 16.95 Agri 6.10 BT 3.60 G ER 1.25 F16.95 17.05 Agri 6.00 BT 3.60 G ER 1.20 F17.05 17.16 Agri 6.10 BT 3.70 G ER 1.20 F17.16 17.28 Agri 6.00 BT 3.60 G ER 1.20 F17.28 17.41 Agri 6.10 BT 3.60 G ER 1.25 F17.41 17.52 Agri/Horti 6.00 BT 3.65 G ER 1.18 F17.52 17.60 Agri 6.00 BT 3.60 G ER 1.20 F17.60 17.71 Built
up/Agri6.10 BT 3.60 G ER 1.25 F Ragi-
Doke Vill.
17.71 17.81 Agri 6.10 BT 3.62 G ER 1.24 F (Valley side)
17.81 17.93 Agri 6.00 BT 3.60 G ER 1.20 F17.93 18.05 Agri 6.00 BT 3.61 G ER 1.20 F18.05 18.17 Agri 6.10 BT 3.60 G ER 1.25 F18.17 18.25 Agri 6.20 BT 3.66 G ER 1.27 F18.25 18.31 Agri 6.10 BT 3.60 G ER 1.25 F18.31 18.42 Agri 6.00 BT 3.60 G ER 1.20 F18.42 18.51 Agri 6.00 BT 3.65 G ER 1.18 F18.51 18.72 Agri 6.10 BT 3.60 G ER 1.25 F18.72 18.82 Agri 6.00 BT 3.60 G ER 1.20 F18.82 19.01 Agri 6.10 BT 3.60 G ER 1.25 F19.01 19.12 Agri 6.10 BT 3.70 G ER 1.20 F19.12 19.33 Agri 6.10 BT 3.60 G ER 1.25 F
73.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
19.33 19.49 Agri 6.00 BT 3.60 G ER 1.20 F19.49 19.53 Agri 6.00 BT 3.57 G ER 1.22 F19.53 19.71 Agri 6.10 BT 3.62 G ER 1.24 F19.71 19.86 Agri 6.20 BT 3.60 G ER 1.30 F19.86 19.99 Agri 6.00 BT 3.60 G ER 1.20 F19.99 20.09 Agri 6.00 BT 3.58 G ER 1.21 F20.09 20.13 Agri 6.10 BT 3.60 G ER 1.25 F20.13 20.29 Agri 6.10 BT 3.64 G ER 1.23 F20.29 20.40 Agri 6.00 BT 3.60 G ER 1.20 F20.40 20.49 Agri 6.10 BT 3.60 G ER 1.25 F20.49 20.58 Built up Ragi-Doke 6.20 BT 3.66 G ER 1.27 F
20.58 20.64 Built up Ragi-Doke 6.30 BT 3.66 G ER 1.32 F Lendo Foundation
20.64 20.78 Built up Ragi-Doke 6.30 BT 3.60 G ER 1.35 F & Bus Stand
20.78 20.84 Built up Ragi-Doke 6.20 BT 3.66 G ER 1.27 F
20.84 20.93 Agri 6.10 BT 3.60 G ER 1.25 F20.93 21.07 Agri 6.00 BT 3.60 G ER 1.20 F21.07 21.23 Agri/Horti 6.00 BT 3.58 G ER 1.21 F21.23 21.31 Agri 6.10 BT 3.60 G ER 1.25 F21.31 21.49 Agri/Horti 6.00 BT 3.60 G ER 1.20 F21.49 21.56 Agri/Horti 6.10 BT 3.63 G ER 1.24 F21.56 21.69 Agri 6.10 BT 3.59 G ER 1.26 F21.69 21.75 Agri/Horti 6.00 BT 3.60 G ER 1.20 F21.75 21.84 Agri 6.20 BT 3.60 G ER 1.30 F21.84 21.97 Agri 6.10 BT 3.62 G ER 1.24 F21.97 22.08 Agri 6.10 BT 3.60 G ER 1.25 F22.08 22.14 Agri 6.00 BT 3.59 G ER 1.21 F22.14 22.28 Agri 6.20 BT 3.66 G ER 1.27 F22.28 22.42 Agri 6.10 BT 3.60 G ER 1.25 F22.42 22.56 Agri 6.10 BT 3.58 G ER 1.26 F22.56 22.75 Built
up/Agri/Horti
6.00 BT 3.58 G ER 1.21 F Bus Stand(Moba-Doke)
22.75 22.82 Agri/Horti 6.20 BT 3.60 G ER 1.30 F22.82 22.94 Agri 6.00 BT 3.60 G ER 1.20 F
74.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
22.94 23.06 Agri/Horti 6.00 BT 3.58 G ER 1.21 F23.06 23.15 Agri 6.00 BT 3.60 G ER 1.20 F23.15 23.26 Agri 6.10 BT 3.70 G ER 1.20 F23.26 23.34 Agri/Horti 6.00 BT 3.59 G ER 1.21 F23.34 23.49 Agri/Horti 6.20 BT 3.60 G ER 1.30 F23.49 23.62 Agri 6.10 BT 3.60 G ER 1.25 F23.62 23.74 Agri 6.10 BT 3.62 G ER 1.24 F23.74 23.88 Agri 6.00 BT 3.60 G ER 1.20 F23.88 23.96 Agri 6.00 BT 3.66 G ER 1.17 F23.96 24.07 Agri 6.10 BT 3.60 G ER 1.25 F24.07 24.14 Agri 6.00 BT 3.60 G ER 1.20 F24.14 24.27 Agri 6.20 BT 3.62 G ER 1.29 F24.27 24.38 Agri 6.10 BT 3.60 G ER 1.25 F24.38 24.50 Agri/Horti 6.10 BT 3.66 G ER 1.22 F24.50 24.62 Built
up/Agri6.10 BT 3.60 G ER 1.25 F
24.62 24.71 Agri/Horti 6.00 BT 3.60 G ER 1.20 F24.71 24.85 Agri 6.00 BT 3.59 G ER 1.21 F24.85 24.97 Agri 6.00 BT 3.60 G ER 1.20 F24.97 25.04 Agri 6.20 BT 3.60 G ER 1.30 F25.04 25.13 Agri 6.10 BT 3.60 G ER 1.25 F25.13 25.24 Agri 6.00 BT 3.61 G ER 1.20 F25.24 25.36 Agri 6.00 BT 3.60 G ER 1.20 F25.36 25.49 Agri 6.20 BT 3.60 G ER 1.30 F25.49 25.61 Agri 6.10 BT 3.62 G ER 1.24 F25.61 25.74 Agri 6.10 BT 3.60 G ER 1.25 F25.74 25.86 Agri/Horti 6.10 BT 3.65 G ER 1.23 F25.86 25.97 Agri 6.00 BT 3.60 G ER 1.20 F25.97 26.08 Agri 6.10 BT 3.60 G ER 1.25 F26.08 26.25 Agri/Horti 6.10 BT 3.66 G ER 1.22 F26.25 26.45 Agri/Horti 6.00 BT 3.62 G ER 1.19 F Realign
ment26.45 26.58 Agri/Horti 6.00 BT 3.60 G ER 1.20 F26.58 26.72 Built
up/Agri/Horti
6.10 BT 3.60 G ER 1.25 F Bus Stand(Cheko
26.72 26.88 Agri/Horti 6.00 BT 3.60 G ER 1.20 F r Lombi).
26.88 26.99 Agri/Horti 6.10 BT 3.62 G ER 1.24 F26.99 27.12 Agri/Horti 6.00 BT 3.58 G ER 1.21 F
75.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
27.12 27.26 Agri/Horti 6.00 BT 3.60 G ER 1.20 F27.26 27.40 Agri/Horti 6.10 BT 3.60 G ER 1.25 F27.40 27.490 Hilly Built
up/HortiTirbin(Siru) 5.80 BT 3.60 G ER 1.10 F Horti(Ba
mboo/Toko)
27.49 27.580 Hilly Built up Tirbin(Siru) 5.95 BT 3.60 G ER 1.18 F
27.58 27.730 Plain Built up Tirbin(Siru) 6.80 BT 3.66 G ER 1.57 F
27.73 27.800 Plain Built up Tirbin(Siru) 6.40 BT 3.70 G ER 1.35 F 27.70 6 3.50 Rd. to H.S. School
27.80 28.000 Hilly Built up/Horti
Tirbin(Siru) 6.10 BT 3.60 G ER 1.25 F 27.77 7 3.66 Rd. to C.O. Office
28.00 28.120 Hilly Built up/Horti
Tirbin(Siru) 6.20 BT 3.55 G ER 1.33 F 28.25 8 3.50 Rd. to Hospital
28.12 28.240 Hilly Built up/Horti
Tirbin(Dapo)
6.00 BT 3.50 G ER 1.25 F 28.87 9 3.60 Rd. to Engg. Colony
28.24 28.420 Hilly Built up Tirbin(Dapo)
6.10 BT 3.60 G ER 1.25 F 28.99 10 3.60 Rd. to Police Station
28.42 28.490 Hilly Built up/Horti
Tirbin(Dapo)
6.00 BT 3.65 G ER 1.18 F 29.70 11 3.40 Rd. to Deke Vill.
28.49 28.572 Hilly Built up Tirbin(Dapo)
6.20 BT 3.60 G ER 1.30 F 36.09 12 3.60 Rd. to Liromoba
28.57 28.673 Hilly Built up Tirbin(Dapo)
6.10 BT 3.50 G ER 1.30 F 37.18 13 3.50 Rd. to Tai Vill.
28.67 28.800 Hilly Built up Tirbin(Dapo)
6.10 BT 3.50 G ER 1.30 F
28.80 28.880 Plain Built up Tirbin(Dapo)
6.50 BT 3.66 G ER 1.42 F
28.88 29.020 Plain Built up Tirbin(Dapo)
6.50 BT 3.66 G ER 1.42 F
29.02 29.330 Hilly Built up/Horti
Tirbin(Dapo)
6.10 BT 3.50 G ER 1.30 F
Realignment for Bypass road to Tirbin
townshi
76.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
29.33 29.530 Hilly Horti 6.10 BT 3.55 G ER 1.28 F29.53 29.830 Hilly Built
up/HortiGako Vill. 6.00 BT 3.50 G ER 1.25 F Realign
ment29.83 30.030 Hilly Built up 6.00 BT 3.50 G ER 1.25 F Church30.03 30.130 Hilly Agri/Horti 6.10 BT 3.60 G ER 1.25 F30.13 30.350 Hilly Horti 6.00 BT 3.60 G ER 1.20 F30.35 30.390 Hilly Agri 6.10 BT 3.57 G ER 1.27 F30.39 30.590 Hilly Agri 6.20 BT 3.70 G ER 1.25 F30.59 30.660 Hilly Agri 6.00 BT 3.60 G ER 1.20 F30.66 30.710 Hilly Agri 6.30 BT 3.65 G ER 1.33 F30.71 30.840 Hilly Agri 6.10 BT 3.60 G ER 1.25 F30.84 31.050 Hilly Agri 6.20 BT 3.66 G ER 1.27 F31.05 31.090 Hilly Agri 6.00 BT 3.60 G ER 1.20 F31.09 31.210 Hilly Agri 6.00 BT 3.65 G ER 1.18 F31.21 31.280 Hilly Agri 6.10 BT 3.60 G ER 1.25 F31.28 31.390 Hilly Agri 6.20 BT 3.70 G ER 1.25 F31.39 31.500 Hilly Agri 6.10 BT 3.66 G ER 1.22 F31.50 31.580 Hilly Agri 6.10 BT 3.57 G ER 1.27 F31.58 31.690 Hilly Agri 6.20 BT 3.65 G ER 1.28 F31.69 31.780 Hilly Agri 6.00 BT 3.60 G ER 1.20 F31.78 31.910 Hilly Agri 6.10 BT 3.60 G ER 1.25 F31.91 32.070 Hilly Agri 6.10 BT 3.65 G ER 1.23 F32.07 32.150 Hilly Agri 6.20 BT 3.60 G ER 1.30 F32.15 32.240 Hilly Agri 6.00 BT 3.60 G ER 1.20 F32.24 32.350 Hilly Agri 6.10 BT 3.66 G ER 1.22 F32.35 32.390 Hilly Agri 6.10 BT 3.50 G ER 1.30 F32.39 32.510 Hilly Agri 6.00 BT 3.60 G ER 1.20 F32.51 32.600 Hilly Agri 6.00 BT 3.70 G ER 1.15 F32.60 32.670 Hilly Agri 6.10 BT 3.60 G ER 1.25 F32.67 32.790 Hilly Agri 6.20 BT 3.60 G ER 1.30 F32.79 32.880 Hilly Agri 6.30 BT 3.65 G ER 1.33 F32.88 32.970 Hilly Agri 6.10 BT 3.60 G ER 1.25 F32.97 33.060 Hilly Agri 6.10 BT 3.66 G ER 1.22 F33.06 33.130 Hilly Agri 6.00 BT 3.60 G ER 1.20 F33.13 33.250 Hilly Agri 6.20 BT 3.70 G ER 1.25 F33.25 33.360 Hilly Agri 6.10 BT 3.60 G ER 1.25 F33.36 33.510 Hilly Agri 6.00 BT 3.60 G ER 1.20 F33.51 33.600 Hilly Agri 6.00 BT 3.65 G ER 1.18 F33.60 33.700 Hilly Agri 6.10 BT 3.66 G ER 1.22 F33.70 33.810 Hilly Agri 6.10 BT 3.57 G ER 1.27 F
77.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
33.81 33.920 Hilly Agri 6.00 BT 3.60 G ER 1.20 F33.92 34.650 Hilly Built
up/AgriLette Vill. 6.10 BT 3.60 G ER 1.25 F
34.65 34.740 Hilly Agri 6.30 BT 3.66 G ER 1.32 F34.74 34.820 Hilly Agri 6.00 BT 3.60 G ER 1.20 F34.82 34.940 Hilly 6.20 BT 3.60 G ER 1.30 F34.94 35.810 Hilly Pvt.
Plantation6.30 BT 3.60 G ER 1.35 F
35.81 35.940 Hilly 6.20 BT 3.70 G ER 1.25 F35.94 36.030 Hilly Built up 6.00 BT 5.50 G ER 0.25 F36.03 36.093 Hilly 5.00 BT 3.40 G ER 0.80 F Sie
Bridge at Tai
36.09 36.200 Hilly Built up Tai 6.50 BT 3.66 G ER 1.42 F over Sie River
36.20 36.320 Hilly Built up Tai 6.30 BT 3.66 G ER 1.32 F36.32 36.450 Hilly Built up Tai 6.30 BT 3.60 G ER 1.35 F GREF
Camp, Tai.
36.45 36.630 Hilly Built up/Agri
Tai 6.20 BT 3.60 G ER 1.30 F
36.63 36.738 Hilly Built up Tai 6.20 BT 3.58 G ER 1.31 F36.74 36.800 Hilly Built up Tai 6.20 BT 3.60 G ER 1.30 F36.80 36.850 Hilly Built
up/HortiTai 6.10 BT 3.60 G ER 1.25 F
36.85 36.940 Hilly Built up/Horti
Tai 6.00 BT 3.60 G ER 1.20 F
36.94 37.190 Hilly Built up/Agri
Tai 6.10 BT 3.60 G ER 1.25 F
37.19 37.310 Hilly Forest/Agri 6.00 BT 3.60 G ER 1.20 F
37.31 37.460 Hilly Forest/Agri 6.10 BT 3.65 G ER 1.23 F
37.46 37.550 Hilly Forest/Agri 6.20 BT 3.60 G ER 1.30 F
37.55 37.620 Hilly Forest/Agri 6.10 BT 3.70 G ER 1.20 F
37.62 37.790 Hilly Forest/Agri 6.00 BT 3.65 G ER 1.18 F
78.
Land Use (Built
up/Agri/Forest/Industrial/Barren)
Terrain (Plain /Rollig/ Hilly)
To km
From km
ShoulderType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Name of town/
villages
Formation
Width (m)
CarriagewayType* (BT/ CC/ GR/ ER)
Width (m)
Condition**
(G/F/P/VP)
Remarks
Embankment Height
(m)
Submergency (cm)
Location (km)
Road No. (km)
Carriagway width (m)
Details of Cross roads
37.79 37.870 Hilly Forest/Agri 6.20 BT 3.70 G ER 1.25 F
37.87 37.960 Hilly Forest/Agri 6.10 BT 3.60 G ER 1.25 F
37.96 38.070 Hilly Forest/Agri 6.20 BT 3.66 G ER 1.27 F
38.07 38.160 Hilly Forest/Agri 6.30 BT 3.70 G ER 1.30 F
38.16 38.250 Hilly Forest/Agri 6.20 BT 3.66 G ER 1.27 F
38.25 38.320 Hilly Forest/Agri 6.10 BT 3.60 G ER 1.25 F
38.32 38.410 Hilly Forest/Agri 6.00 BT 3.60 G ER 1.20 F
38.41 38.430 Hilly Forest/Agri 5.09 BT 4.00 G ER 0.55 F RCC T-Beam bridgeover Rute Nallah
38.430 38.630 Hilly Agrt 7.50 BT 3.75 P ER 0.60 P38.630 39.030 Hilly Agrt - 7.50 BT 3.75 P ER 0.60 P39.030 39.930 Hilly Agrt 7.50 BT 3.75 P ER 0.60 P39.930 40.200 Plain Agrt 7.50 BT 3.75 P ER 0.60 P40.200 41.660 Hilly/Plai
nAgrt 7.50 BT 3.75 P ER 0.60 P
41.660 42.100 Plain Agrt 7.50 BT 3.75 P ER 0.60 P42.100 42.670 Hilly/Plai
nBuilt up Tasidoni 7.50 BT 3.75 P ER 0.60 P
42.670 43.120 Hilly Agrt 7.50 BT 3.75 P ER 0.60 P43.120 46.360 Hilly Agrt 7.50 BT 3.75 P ER 0.60 P46.360 47.230 Hilly Built up Dula 7.50 BT 3.75 P ER 0.60 P47.230 50.530 Hilly Agrt 7.50 BT 3.75 P ER 0.60 P50.530 51.330 Hilly Forest 7.50 BT 3.75 P ER 0.60 P51.330 51.530 Hilly Agrt 5.50 BT 3.70 G ER 0.90 F51.530 51.730 Hilly Agrt 5.80 BT 3.80 G ER 1.00 F51.730 51.930 Hilly Agrt 5.70 BT 4.00 G ER 0.85 F51.930 52.130 Hilly Agrt 5.60 BT 4.25 G ER 0.68 F52.130 52.330 Hilly Agrt 6.50 BT 3.70 G ER 1.40 F52.330 52.530 Hilly Agrt 4.80 BT 3.80 G ER 0.50 F
79.
Road Name : Road No:Section from: Bame To: Daporijo (Subansiri Bridge Point ) Date of Survey: 17/04/2008District from: West Siang To: Upper Subansiri Weather: Conducive
0.00 38.43 Surface BT 25 Earthen Fair 30(Km/hr) F Nil Nil Nil Noedging Nil FBinder Fair G has beenBase 50-22mm 112.5 Fair done.Sub-base 90-45mm 75 FairSub-grade Earthen
38.43 112.13 Surface BT 25 Earthen Fair 30(Km/hr) F Nil Nil Nil Noedging Nil FBinder Fair G has beenBase 50-22mm 112.5 Fair done.
Sub-Base 90-45mm 75 FairSubgrade Earthen
Note:
Patching (No and
%
Embankment
condtion (G,Fair,P
oor)
Road Side
Drain(NE,PF,F)
Pavement Condition Pavement Edge drop (mm)
Speed (km/hr)
Seat No.PAVEMENT CONDITION SURVEY
From (km)
To (km) composition Type* Thickness
(mm) compositionRut(None,Moderate, Severe)
TRANS Arunachal Highway
BUSG= Built up spray grout: AC= Assphaltic concrete : SDC=Semi Dence concrete:PC=Premix: MSS=Mix seal surfacing WBM= water bound Macadam: DBM=dense
OTHER ASSETS LIKELY TO BE DEMAGED DURING THE CONSTRUCTION OF DOUBLE LANE HIGHWAY
L.T. Pole H.T. Tower W.R.C.Field.R.C.C. S.P.T. O.B.T. Bamboo Trees Toko Trees
2 3 4 5 6 7 8 9 10 11 12 13 14 15 160.00-1.00 14Nos 1 No 3 Nos 3 Nos1.00-2.00 120 Girth 200 Nos 2000.00 Sqm2.00-3.00 1 Nos 100 girth 100 Nos 1500.00 Sqm3 00 4 00 3 Nos 150 Girth 150 Nos 2005 00 Sqm
Location in k.m.Building Plantation Forest
PlantationAgriculture
LandHorticulture
Land RemarksFish Pond
3.00-4.00 3 Nos 150 Girth 150 Nos 2005.00 Sqm4.00-5.00 5 Nos 100 girth 100 Nos 5000.00 Sqm5.00-6.00 3 Nos 1 Nos 50 Girth 50 Nos 2000.00 Sqm6.00-7.00 1 No 150 Girth 50 Nos 1500.00 Sqm7.00-8.00 1 No 100 girth 80 Nos 1000.00 Sqm8.00-9.00 100 girth 1200.00 Sqm9.00-10.00 150 Girth 100 Nos 2000.00 Sqm10.00-11.00 150 Girth 50 Nos 4000.00 Sqm11.00-12.00 1 No 1 No 20 Girth 50Nos 2500 sqm.12.00-13.00 100 Girth 10 Nos 2000.00 sqm.13.00-14.00 4 Nos 2 Nos 7Nos 8000.00Sqm 100 Girth 18 Nos 150 Nos 1700.00 Sqm Sodo-Doke14.00-15.00 70 Girth 20 Nos 15 Nos 5000.00 Sqm15.00-16.00 1 No 20 Girth 100 Nos 60 Nos16.00-17.00 10 GIRTH 50 Nos 2000.00 Sqm Hawa-Campq p17.00-18.00 10 GIRTH 200 Nos 1500.00 Sqm18.00-19.00 15 Girth 50 Nos19.00-20.00 50Nos20.00-21.00 1 No 5 Nos 4 Nos 200 Girth Ragi-Doke21.00-22.00 7 Nos 100 Girth 250 Nos 2000.00 Sqm22.00-23.00 1 No 30 Girth 300 Nos 1500.00 Sqm23 00-24 00 3 Nos 50 Girth 30 Nos 100 Nos 2500 00 Sqm23.00 24.00 3 Nos 50 Girth 30 Nos 100 Nos 2500.00 Sqm24.00-25.00 2 N0s 2 Nos 20 Girth 70 Nos 15 Nos 2200.00 Sqm 2100.00 Sqm25.00-26.00 2 N0s 4000.00 Sqm 50 Girth 10 Nos 1500.00 Sqm26.00-27.00 1 No 2500.00 Sqm 600 Girth 4000.00 Sqm 1000.00 Sqm27.00-28.00 8 Nos 9Nos 19 Nos 14 Nos 5300.00 Sqm 450 Girth 3300.00Sqm 150.00 Sqm28.00-29.00 4 Nos 1Nos 14 Nos 27 Nos 21 Nos 390 Girth29.00-30.00 1Nos 1Nos 3 Nos 5 Nos 360 Girth 6000.00 Sqm Banana/Orange30 00 31 00 5000 00 Sqm 300 Girth 150 00 Sqm
Existing road from Ch:27.58 to30.40km is proposed to be providedwith By-pass road length of 2.88km30.00-31.00 5000.00 Sqm 300 Girth 150.00 Sqm
31.00-32.00 2 Nos 1Nos 4000.00 Sqm 3500.00 Sqm32.00-33.00 3 Nos 400 Girth 1500.00 sqm33.00-34.00 5 Nos 1Nos 100 Girth 1500.00 Sqm Pine Apple34.00-35.00 7 Nos 1Nos 1 150 Girth 2500.00 Sqm Lette Vill.35.00-36.00 5 Nos 350 Nos 150 Nos 5500.00 Sqm Menko Water Shed36.00-37.00 23 Nos 4 Nos 22 Nos 17 Nos 3500.00 Sqm 2500.00 Sqm Tai 465 RMPL
y p g
37.00-38.00 3 Nos 2 Nos 2000.00 Sqm 1000.00 Sqm 1500.00 Sqm GREF CAMP38.00-38.43 14Nos38.43-39.0039.00-40.0040.00-41.00 3 Nos 1 No 3 Nos 3 Nos41.00-42.00 5 Nos 120 Girth 200 Nos 2000.00 Sqm42.00-43.00 3 Nos 1 Nos 100 girth 100 Nos 1500.00 Sqm43.00-44.00 150 Girth 150 Nos 2005.00 Sqm
83.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 1644.00-45.00 1 No 100 girth 100 Nos 5000.00 Sqm45.00-46.00 1 Nos 50 Girth 50 Nos 2000.00 Sqm45.00 46.00 1 Nos 50 Girth 50 Nos 2000.00 Sqm46.00-47.00 1 No 150 Girth 50 Nos 1500.00 Sqm47.00-48.00 100 girth 80 Nos 1000.00 Sqm48.00-49.00 1 No 100 girth 1200.00 Sqm49.00-50.00 150 Girth 100 Nos 2000.00 Sqm50.00-51.00 4 Nos 150 Girth 50 Nos 4000.00 Sqm51.00-52.00 1 No 20 Girth 50Nos 2500 sqm.52 00 53 00 100 Girth 10 Nos 2000 00 sqm52.00-53.00 100 Girth 10 Nos 2000.00 sqm.53.00-54.00 2 Nos 7Nos 8000.00Sqm 100 Girth 18 Nos 150 Nos 1700.00 Sqm54.00-55.00 70 Girth 20 Nos 15 Nos 5000.00 Sqm55.00-56.00 1 No 20 Girth 100 Nos 60 Nos56.00-57.00 10 GIRTH 50 Nos 2000.00 Sqm57.00-58.00 1 No 10 GIRTH 200 Nos 1500.00 Sqm58.00-59.00 7 Nos 15 Girth 50 Nos59 00 60 00 50N59.00-60.00 50Nos60.00-61.00 3 Nos 5 Nos 4 Nos 200 Girth61.00-62.00 2 N0s 100 Girth 250 Nos 2000.00 Sqm62.00-63.00 2 N0s 1 No 30 Girth 300 Nos 1500.00 Sqm63.00-64.00 50 Girth 30 Nos 100 Nos 2500.00 Sqm64.00-65.00 8 Nos 2 Nos 20 Girth 70 Nos 15 Nos 2200.00 Sqm 2100.00 Sqm65.00-66.00 4 Nos 4000.00 Sqm 50 Girth 10 Nos 1500.00 Sqm66.00-67.00 1Nos 1 No 2500.00 Sqm 600 Girth 4000.00 Sqm 1000.00 Sqm67.00-68.00 9Nos 19 Nos 14 Nos 5300.00 Sqm 450 Girth 3300.00Sqm 150.00 Sqm68.00-69.00 2 Nos 1Nos 14 Nos 27 Nos 21 Nos 390 Girth69.00-70.00 3 Nos 1Nos 3 Nos 5 Nos 360 Girth 6000.00 Sqm70.00-71.00 5 Nos 5000.00 Sqm 300 Girth 150.00 Sqm71.00-72.00 7 Nos 1Nos 4000.00 Sqm 3500.00 Sqm72.00-73.00 5 Nos 400 Girth 1500.00 sqm72.00 73.00 5 Nos 400 Girth 1500.00 sqm73.00-74.00 23 Nos 1Nos 100 Girth 1500.00 Sqm74.00-75.00 3 Nos 1Nos 1 150 Girth 2500.00 Sqm75.00-76.00 14Nos 350 Nos 150 Nos 5500.00 Sqm76.00-77.00 4 Nos 22 Nos 17 Nos 3500.00 Sqm 2500.00 Sqm77.00-78.00 2 Nos 2000.00 Sqm 1000.00 Sqm 1500.00 Sqm78.00-79.00 3 Nos79 00 80 00 5 Nos 1 No 3 Nos 3 Nos79.00-80.00 5 Nos 1 No 3 Nos 3 Nos80.00-81.00 3 Nos 120 Girth 200 Nos 2000.00 Sqm81.00-82.00 1 Nos 100 girth 100 Nos 1500.00 Sqm82.00-83.00 1 No 150 Girth 150 Nos 2005.00 Sqm83.00-84.00 100 girth 100 Nos 5000.00 Sqm84.00-85.00 1 Nos 50 Girth 50 Nos 2000.00 Sqm85.00-86.00 1 No 150 Girth 50 Nos 1500.00 Sqm8 00 88 00 1 N 100 i h 80 N 1000 00 S87.00-88.00 1 No 100 girth 80 Nos 1000.00 Sqm88.00-89.00 100 girth 1200.00 Sqm89.00-90.00 4 Nos 150 Girth 100 Nos 2000.00 Sqm90.00-91.00 150 Girth 50 Nos 4000.00 Sqm91.00-92.00 1 No 20 Girth 50Nos 2500 sqm.92.00-93.00 100 Girth 10 Nos 2000.00 sqm.93.00-94.00 2 Nos 7Nos 8000.00Sqm 100 Girth 18 Nos 150 Nos 1700.00 Sqm94.00-95.00 70 Girth 20 Nos 15 Nos 5000.00 Sqm95.00-96.00 1 No 20 Girth 100 Nos 60 Nos
84.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 1696.00-97.00 1 No 10 GIRTH 50 Nos 2000.00 Sqm97.00-98.00 7 Nos 10 GIRTH 200 Nos 1500.00 Sqm97.00 98.00 7 Nos 10 GIRTH 200 Nos 1500.00 Sqm98.00-99.00 15 Girth 50 Nos99.00-100.00 3 Nos 50Nos100.00-101.00 2 N0s 5 Nos 4 Nos 200 Girth101.00-102.00 2 N0s 100 Girth 250 Nos 2000.00 Sqm102.00-103.00 1 No 30 Girth 300 Nos 1500.00 Sqm103.00-104.00 8 Nos 50 Girth 30 Nos 100 Nos 2500.00 Sqm104 00 105 00 4 Nos 2 Nos 20 Girth 70 Nos 15 Nos 2200 00 Sqm 2100 00 Sqm104.00-105.00 4 Nos 2 Nos 20 Girth 70 Nos 15 Nos 2200.00 Sqm 2100.00 Sqm105.00-106.00 1Nos 4000.00 Sqm 50 Girth 10 Nos 1500.00 Sqm106.00-107.00 1 No 2500.00 Sqm 600 Girth 4000.00 Sqm 1000.00 Sqm107.00-108.00 2 Nos 9Nos 19 Nos 14 Nos 5300.00 Sqm 450 Girth 3300.00Sqm 150.00 Sqm108.00-109.00 3 Nos 1Nos 14 Nos 27 Nos 21 Nos 390 Girth109.00-110.00 5 Nos 1Nos 3 Nos 5 Nos 360 Girth 6000.00 Sqm110.00-111.00 7 Nos 5000.00 Sqm 300 Girth 150.00 Sqm111 00 112 10 5 N 1N 4000 00 S 3500 00 S
Existing road from Ch:105.80 Km to 109.13 km is proposed to be provided with By-pass road length of 3.33km