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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:- .

Table 1.1

Sl. No. Road Segments Length

(Km) Authority

1 Tawang-Bomdila-Nechipu 233 BRO 2 Nechipu-Seppa 99 BRO 3 Seppa-Sagalee 170 PWD,AP 4 Sagalee-Kheel 57 PWD,AP 5 Kheel-Hoj-Potin 40 PWD,AP 6 Potin-Ziro 42 BRO 7 Ziro-Daporijo 165 BRO 8 Daporijo-Bame 108 BRO 9 Bame-Aalo 42 BRO 10 Aalo-Pangin 26 BRO 11 Pangin-Pasighat 81 PWD,AP 12 Pasighat-Roing-Tezu-

Namsai-Satpani 300 BRO

13 Mahadevpur-Bordumsa 22 PWD,AP 14 Bordumsa-Namchik 35 PWD,AP 15 Namchik-NH-153 15 PWD,AP 16 NH-153-Lalpul bridge 9 PWD,AP 17 Lalpul-Manmao 32 PWD,AP 18 Manmao-Changlang 44 PWD,AP 19 Changlang-Khonsa 64 PWD,AP 20 Khonsa-Longding 52 BRO 21 Longding-Kanubari 50 PWD,AP 22 Kanubari-Satnaguri-

Sapakhati-Bogibill 92 PWD,Assam

23 Bogibill bridge point-Akajan

33 PWD,Assam

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,

7

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

1994-95

1995-96

1996-97

1 2 3 4 5 6 7 1 Rice 9.67 10.48 11.17 (+) 8.38 (+) 6.58 2 Wheat 13.46 13.81 14.69 (+) 2.60 (+) 6.37 3 Maize 16.90 15.73 13.97 (-) 7.36 (-)

11.19 4 Millet 10.01 9.89 9.57 (-) 1.20 (-) 3.23 5 Pulses 9.34 9.36 10.03 (+) 0.21 (+) 7.16 6 Oilseeds 9.15 10.18 9.25 (+)

11.26 (-) 9.13

7 Sugar cane 245.31 225.33 221.40 (-) 8.14 (-) 1.74 8 Potato 81.04 75.03 73.08 (-) 7.42 (-) 2.60

Source : Economic Review of Arunachal Pradesh.

Table 2.7 Area under principal crop and production (1999 – 2000)

Principal Crop Total Area

(Lakh hectare) Total

production (MT)

Yield (Quintals Per hectare)

Rice 122740 134807 10.95 Maize 35637 48346 13.56 Millets 19800 17123 8.64 Wheat 3896 5096 13.0 Pulses 6554 6634 10.12 Total food crops 188627 211979 11.23 Potato 4960 32434 65.39 Ginger 4399 34890 79.31 Oilseeds 27748 27228 9.81 Termeric 404 1473 36.45 Chilly 1499 1696 11.31 Sugar cane 809 16219 20.04 Seasonal 12811 37060 20.04

12

vegetable Total commercial crop

52630 151000 28.69

2.4.6 Horticulture

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

15

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

16

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

17

Molassess 3 Potato Alcohol 1050 10000 50 Bhalokpong/

Pasighat, Naharlagun

1500

4 Beer Brewing Unit

620 25000 100 Naharlagon 200

5 Dehydrated Ginger

650 10000 100 Niglo, Ngorlung, Changlang

100

6 Frozen Vegetable 650 30000 120 Along, Bomdila, Khonsa

300

7 Starch from Maize

1000 - - - -

8 Mushroom Processing unit

250 20000 100 Itanagar, Bomdila, Tawang, Zero, Daporijo

200

Horticulture Based. 1 Tissue Culture

Project 125 - 35 Itanagar,

Tawang, Along 75

2 Cut flower green house project

150 15000 50 Itanagar, Ziro, Daporijo, Along

100

Herbal Medicine plantation Based industry 1 Extension of

Diosgenism from Dioscorea Floribunda

50 - - Niglok-Ngoriung (East & West Siang)

-

Plantation Based 1 Rubber

processing unit 20 - - Tirap &

Changlang districts

-

2 Cane processing units

50 - - Dibang Valley, Lohit, West Kameng.

-

3 Mini paper plant 1050 - - Niglok, Ngorlung (East Siang)

-

Mineral Based. 1 Lime stone Mine

project 900 - - Pangin -

2 Dolomite issue project

800 - - Jamiri near Kalpi Village & near the junction of Nagundir & Buragaon Road.

3 Mini Cement plant

1000 40000 150 Pangin 1800

4 Bio Gas Project 2 - - - - 5 Metallic

Magnesia from Dolomite

325 - - - -

Tourist Based 1 Ropeway/Cable

car system 60 - - Bhalukpong to

Dolomite in Rupa (3 Km) Pangin (10)

20 Km of

Rope way

Regular and alternative Energy Resources Industries. 1 Integrated soft 8000 - - Niglok, -

18

coke come Power Plant

Naorllung, changlang

MISC Industries

1 Rubber Hawai Chappal Project

15 - - - -

2 Activated Carbon 750 - - Eastern Sector - 3 Cotton Knitwere 50 - - - -

Source : TCS Study. 2.4.14 Transportation.

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.

Table : 2.14

Number of registered vehicles in the State.

Year Two Wheeler

Cars Taxi Auto Ricksh

aw

Bus Goods Vehicl

e

Tractor

Trailer

Other Total

90-91 2822 1438 89 25 216 952 197 98 5837

19

91-92 3984 1770 91 47 250 1120 223 99 7584 92-93 5055 2175 98 90 332 1354 290 108 9502 93-94 5484 2333 100 131 363 1523 326 112 10372 94-95 7309 2888 205 215 503 2298 386 166 13970 95-96 7932 3682 291 403 725 3066 437 237 18573 96-97 12674 4486 389 796 796 3375 501 270 23273 97-98 14574 5420 453 881 869 3553 560 300 26630

AGR (%) 26.4 20.9 26.2 66.3 22.0 20.7 16.1 17.3 24.2 2.4.15 Tourism

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.

20

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

Water, electricity and toilet facilities (1991)

Area

Household with drinking

water connection

Household with electric connection

Households with toilet facilities

Rural 66.87 33.88 42.62 Urban 88.20 80.96 75.05 Total 70.02 40.85 47.42

2.4.17 Cooperative.

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.

The road shall have following standards:

i) Formation Width – 12.00 mtrs. ii) Carriageway – 7.00 mtrs. iii) Shoulders – 1.90 mtr (Valley Side) iv) Parapet – 0.60 mtr. v) Shoulders – 1.60 mtr. vi) Cushion – 0.30 mtr. (Hill Side) vii) Side Drain – 0.60 mtr.

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

b) Service Re-location allowance.

i) Rehabilation & Re-settlement Rs. 500.00 L.Sii) Shifting of utilities Rs. 150.00 L.S

c) Land acquisition allowance Rs. 200.00 L.STotal of IV Rs. 1,100.00 "D"

Grand Total (B + C + D) Rs. 54,567.50 Say Rs. 545.67 Crores.

Cost Per Km. Rs. 482.47 Lakhs.

CHAPTER -6 COST ESTIMATE

Name of work: Trans Arunachal Highway Segment: - Bame to Daporijo (Subansiri Bridge point) 113.100 Km.

38 A

Name of work: Trans Arunachal Highway

Sl.No. Description of Item Amount in( Rs.) Remarks

1 2 3.00 4

1 General Provisions - Rs. 2,35,03,500.00 ( Annexure - I)

2 Site Clearance Rs. 1,06,74,097.00 ( Annexure - II)

3 Earth Work Rs. 1,47,10,43,784.50 ( Annexure - III)

4 Pavement Rs. 1,48,78,28,568.00 ( Annexure - IV)

5 C/D Structure Rs. 49,09,55,000.00 ( Annexure - V)

6 Bridges Rs. 33,76,85,000.00 ( Annexure - VI)

7 Drainage Rs. 13,69,71,933.75 ( Annexure - VII)

8 Protection work ( RW,BW) Rs. 10,45,58,348.00 ( Annexure - VIII)

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


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


38 A

Name of work: Trans Arunachal Highway ANNEXURE - II

Sl.No. Description of Item No L B D Qty Rate Unit Amount

1 1 2 3 4 5 6 7 8 9 10

1.00 Clearing jungle i/c uprooting ofrank vegetation……………….

a) Existing Road - ( 0.00 -111.790km) excluding re-alignment portion

1 103670.00 15.00 - 15,55,050.00

b) Re-alignment to provide by-passroad to Tirbin town ( 27.58 -30.40km)

2,880.00 30.00 86,400.00

c) Re-alignment to provide by-passroad to avoid sinking zone (106.00 - 108.00km)

3,380.00 30.00 1,01,400.00

17,42,850.00 4.50 Sqm. 78,42,825.00

2.00 Felling trees ofgirth………………………………..

A) 300 - 600a) Existing road - 0.00 - 111.790 1 685.00 - - 685.00 b) Re-alignment 27.58 - 30.40 1 40.00 - - 40.00 c) Re-alignment 106.00-108.00 1 50.00 - - 50.00

775.00 143.00 Each 1,10,825.00

B) Girth - 600 -900 - 1,000.00 - - 775.00 282.00 Each 2,18,550.00

C) Grith - 900 -1800 - 500.00 - - 1,404.00 510.00 Each 7,16,040.00

3.00 Sacrifying existing bitumensurface

1 103670.00 3.75 - 3,88,762.50 5.00 Sqm. 19,43,812.50

4.00 Dismantaling existing andpavement i/c disposal of resultingmaterials & salvaging usefulmaterials.

a) GSB 1 - - - - 269.00 Cum. -

b) Stone masonry /mortar 1 - - - 21,700.00 194.00 Cum. 42,09,800.00

c) Dry stone masonars 1 - - - 4,308.00 153.00 Cum. 6,59,124.00

d) Guard stone/KM Stone 1 - - - 136.00 127.00 Cum. 17,272.00

e) Plaster cement concretestructure

1 - - - 602.00 441.00 Cum. 2,65,482.00

f) RCC i/c reinforecement 1 - - - 4,265.00 705.00 Cum. 30,06,825.00

g) Steel work in all type 1 - - - 91.00 835.00 MT 75,985.00

h) Hume pipe of any class

i) 600 - 900 1 - - - 22.60 119.00 Mtr 2,689.40

i) Removal of RCC Railing 1 - - - - 231.00 Mtr. - 1,90,69,229.90

5.00 Rebate towardsa) Stone masonry - 1 - - - 21,700.00 252.00 Cum. ( - ) (54,68,400.00)

b) By rubble masonry 1 - - - 4,307.00 469.00 Cum. ( - ) (20,19,983.00)

c) Guard stone 1 - - - 135.00 50.00 Cum. ( - ) (6,750.00)

d) RCC Steel 1 - - - 90.00 10,000.00 MT. ( - ) (9,00,000.00)

1,06,74,096.90

Say Rs. 1,06,74,097.00

SITE CLEARANCE


38 A


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)


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.)

1 1,13,370.00 7.00 - 7,93,590.00 29.00 Sqm. 2,30,14,110.00

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.

1 1,13,370.00 7.00 - 7,93,590.00 11.00 Sqm. 87,29,490.00

ABSTRACT OF COST OF PAVEMENT

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.


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


30.00 14,20,000.00 each 4,26,00,000.00


13.00 19,55,000.00 each 2,54,15,000.00


7.00 25,25,000.00 each 1,76,75,000.00


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.

E i i C lL tiSl N R kP d f i f B /Sl b C lType of

structures (pipe.Slab Box

Span (m) 1.00M 2.00m 3.00m 4.00M 5.00M 6.00M

1 0.000 Box 0.600 12 0.130 Box 0.600 13 0.467 Box 1.200 14 0.652 Box 1.200 15 0 845 Box 1 800 1

Existing CulvertLocation (Km)

Sl.No RemarksProposed for construction of Box/Slab Culverts

5 0.845 Box 1.800 16 0.941 Box 0.600 17 1.041 Box 0.600 18 1.226 Box 1.219 19 1.355 Box 1.219 1

10 1.490 Box 0.609 111 1.565 Box 0.914 112 1.675 Box 0.960 112 1.675 Box 0.960 113 1.761 Box 1.520 114 1.872 Box 0.609 115 2.022 Box 0.600 116 2.165 Box 0.600 117 2.254 Box 0.914 118 2.357 Box 0.609 119 2.405 Box 1.520 120 2.476 Box 0.600 121 2.598 Box 0.600 122 2.653 Box 1.210 123 2.725 Box 1.210 124 2.842 Box 1.210 125 2.969 Box 0.609 126 3.180 Box 1.290 127 3.382 Box 0.609 128 3.504 Box 0.609 129 3.564 Box 0.914 130 3.629 Box 0.609 131 3.615 Box 0.910 132 3.786 Box 0.910 133 3.889 Box 0.600 134 4.129 Box 0.600 135 4.302 Box 0.600 136 4.449 Box 0.600 137 4.510 Box 0.600 138 4.594 Box 0.600 139 4.674 Box 0.600 140 4.783 Box 0.910 141 4.895 Box 0.600 142 5.044 Box 0.600 143 5.191 Box 0.600 144 5.303 Box 0.600 145 5.470 Box 0.600 146 5.567 Box 0.600 147 5.650 Box 3.090 148 5.807 Box 0.600 149 5.922 Box 0.600 150 6.072 Box 0.600 151 6.523 Box 0.600 152 6.638 Box 4.560 1

48.

Type of structures

( i Sl b B

Span (m) 1.00M 2.00m 3.00m 4.00M 5.00M 6.00MExisting CulvertLocation

(Km)Sl.No RemarksProposed for construction of Box/Slab Culverts

(pipe.Slab Box 53 6.738 Box 0.600 154 6.817 Box 1.210 155 7.098 Box 0.600 156 7.185 Box 3.640 157 7.278 Box 0.750 158 7.342 Box 0.600 159 7.430 Box 1.210 160 7 491 Box 0 600 160 7.491 Box 0.600 161 7.029 Box 0.600 162 7.754 Box 0.600 163 7.827 Box 1.210 164 7.430 Box 2.430 165 8.151 Box 0.600 166 8.228 Box 3.040 167 8.333 Box 1.210 168 8 381 Bo 0 600 168 8.381 Box 0.600 169 8.518 Box 1.210 170 8.630 Box 0.600 171 8.738 Box 1.290 172 8.807 Box 1.290 173 8.870 Box 0.600 174 8.930 Box 0.600 175 9.042 Box 1.210 176 9 135 B 0 610 176 9.135 Box 0.610 177 9.330 Box 0.600 178 9.410 Box 0.910 179 9.517 Box 0.600 180 9.648 Box 1.210 181 9.750 Box 0.600 182 9.835 Box 0.600 183 9.955 Box 0.600 184 10 081 B 0 600 184 10.081 Box 0.600 185 10.156 Box 1.820 186 10.226 Box 0.600 187 10.342 Box 0.600 188 10.442 Box 0.600 189 10.528 Box 0.600 190 10.680 Box 0.600 191 10.972 RCC 4.860 192 11 052 B 0 600 192 11.052 Box 0.600 193 11.295 Box 0.600 194 11.406 Box 0.600 195 11.545 Box 0.910 196 11.710 Box 0.600 197 11.844 Box 0.600 198 12.010 Box 0.600 199 12.161 Box 0.600 1

100 12 428 B 0 600 1100 12.428 Box 0.600 1101 12.528 Box 0.600 1102 12.658 RCC 2.130 1103 12.845 Box 0.600 1104 12.929 Box 0.600 1105 13.087 Box 1.210 1106 13.205 Box 0.600 1107 13.374 Box 0.750 1108 13.558 Box 0.600 1109 13.682 Box 0.600 1

49.

Type of structures

( i Sl b B



(pipe.Slab Box 110 13.788 Box 0.600 1111 13.882 Box 0.600 1112 14.003 Box 0.600 1113 14.095 Box 0.600 1114 14.206 Box 0.600 1115 14.294 Box 0.600 1116 14.412 Box 0.600 1117 14 549 Box 0 910 1117 14.549 Box 0.910 1118 14.603 Box 0.600 1119 14.905 Box 1.510 1120 14.087 Box 0.600 1121 15.242 Box 0.610 1122 15.325 Box 0.910 1123 15.420 Box 0.910 1124 15.531 Box 0.600 1125 15 668 Bo 0 600 1125 15.668 Box 0.600 1126 15.880 Box 0.600 1127 15.967 Box 0.600 1128 16.030 Box 0.600 1129 16.100 Box 0.600 1130 16.370 Box 0.610 1131 16.480 Box 0.750 1132 16.683 Box 0.600 1133 17 119 B 0 910 1133 17.119 Box 0.910 1134 17.315 Box 0.600 1135 17.736 Box 0.600 1136 17.832 Box 0.610 1137 18.022 Box 0.600 1138 18.180 Box 0.600 1139 18.444 Box 0.600 1140 18.610 Box 0.600 1141 18 900 B 0 600 1141 18.900 Box 0.600 1142 19.281 Box 0.600 1143 19.300 HP 0.300 1144 19.405 Box 0.600 1145 19.632 Box 0.600 1146 19.771 Box 0.600 1147 20.043 Box 0.910 1148 20.386 Box 0.600 1149 20 420 B 0 600 1149 20.420 Box 0.600 1150 20.567 Box 0.610 1151 20.714 Box 1.210 1152 20.845 Box 0.600 1153 20.967 Box 0.910 1154 21.100 Box 1.520 1155 21.295 Box 0.910 1156 21.348 Box 0.600 1157 21 450 HP 0 300 1157 21.450 HP 0.300 1158 21.597 Box 0.600 1159 21.734 Box 0.600 1160 21.938 Box 0.900 1161 22.080 Box 0.600 1162 22.134 Box 0.910 1163 22.298 Box 0.910 1164 22.356 Box 1.520 1165 22.500 Box 0.910 1166 22.684 Box 0.600 1

50.

Type of structures

( i Sl b B



(pipe.Slab Box 167 22.889 Box 0.910 1168 22.946 Box 2.420 1169 23.000 RCC 3.000 1170 23.307 Box 0.600 1171 23.365 Box 0.600 1172 23.565 Box 1.210 1173 23.636 Box 0.600 1174 23 779 Box 0 600 1174 23.779 Box 0.600 1175 23.938 Box 0.600 1176 24.014 Box 0.600 1177 24.104 Box 0.600 1178 24.307 Box 1.210 1179 24.481 Box 0.600 1180 24.572 Box 0.910 1181 24.530 HP 0.300 1182 24.840 Box 1.920 1183 25.075 Box 0.600 1184 25.294 Box 1.210 1185 25.450 Box 0.600 1186 25.617 Box 0.600 1187 25.700 Box 0.600 1188 25.838 Box 1.520 1189 25.888 Box 0.910 1190 26.063 Box 0.910 1191 26 352 Box 0 600 1191 26.352 Box 0.600 1192 26.544 Box 0.600 1193 26.648 Box 0.600 1194 26.763 Box 0.600 1195 26.918 Box 0.600 1196 27.040 Box 2.000 1197 27.284 Box 0.600 1198 27.407 Box 0.600 1199 27.600 1200 27.790201 27.978 1202 28.058 1203 28.100204 28.179205 28.100206 28.307 1207 28.457208 28 597 or

By

pass

road

.

208 28.597209 28.683210 29.160211 29.371212 29.507213 29.502214 29.776 1215 29.862216 30.060 1

Re-

alig

nmet

por

tion

fo

217 30.134218 30.253219 30.484 RCC 3.600 1220 30.593 Box 0.600 1221 30.874 Box 0.600 1222 31.042 Box 0.900 1223 31.097 Box 0.900 1224 31.225 Box 2.000 1225 31.225 Box 1.210 1226 31.428 Box 0.600 1

51.

Type of structures

( i Sl b B



(pipe.Slab Box 227 31.570 Box 0.600 1228 32.160 Box 0.900 1229 32.276 Box 0.600 1230 32.358 Box 0.600 1231 32.540 Box 0.600 1232 32.742 Box 0.600 1233 32.030 RCC 2.400 1234 33.214 Box 0.600 1235 33.486 Box 0.600 1236 33.990 RCC 4.500 1237 34.248 Box 0.600 1238 34.412 Box 0.600 1239 34.682 Box 0.750 1240 34.900 Box 1.200 1241 35.207 Box 0.600 1242 35.318 Box 0.600 1243 35 406 B 0 600 1243 35.406 Box 0.600 1244 35.853 Box 0.600 1245 36.342 Box 0.600 1246 36.652 Box 0.600 1247 36.804 Box 0.600 1248 36.865 RCC 2.400 1249 36.940 Box 0.600 1250 37.019 Box 0.900 1251 37.159 Box 0.600 1251 37.159 Box 0.600 1252 37.325 Box 0.600 1253 37.410 Box 0.600 1254 37.498 Box 0.600 1255 37.679 Box 0.600 1256 37.752 Box 0.600 1257 37.844 Box 0.600 1258 38.000 Box 1.210 1259 38.164 Box 0.600 1260 38.284 Box 0.600 1261 38.786 Box 0.600 1262 39.017 Slab 1.520 1263 39.105 Box 0.900 1264 39.299 Box 0.600 1265 39.382 Box 0.600 1266 39.594 Box 0.600 1267 39.480 Box 0.600 1268 39 594 Box 0 900 1268 39.594 Box 0.900 1269 39.708 Box 0.600 1270 39.762 Slab 1.520 1271 39.866 Box 0.600 1272 40.050 Slab 1.520 1273 40.107 Box 0.600 1274 40.240 Box 0.600 1275 40.483 Slab 1.520 1276 40.570 Box 0.900 1277 40.700 Box 0.600 1278 40.843 Box 0.600 1279 40.944 Box 0.600 1280 41.014 Box 0.600 1281 41.060 Slab 1.000 1282 41.192 Box 0.600 1283 41.290 Box 0.600 1284 41.220 Slab 1.200 1285 41.340 Box 0.800 1286 41.427 Box 0.800 1

52.

Type of structures

( i Sl b B



(pipe.Slab Box 287 41.625 HP 0.600 1288 41.720 Box 0.600 1289 42.035 Box 0.600 1290 42.086 Box 0.600 1291 42.219 Box 0.600 1292 42.277 Box 0.600 1293 42.432 HP 0.900 1294 42.528 Box 0.600 1295 42.715 Box 0.900 1296 43.015 Box 0.600 1297 43.180 Slab 1.820 1298 43.404 Box 0.600 1299 43.526 Box 0.600 1300 43.702 Box 0.900 1301 43.847 HP 0.600 1302 44.040 Box 0.600 1303 44 274 B 0 900 1303 44.274 Box 0.900 1304 44.348 Box 0.600 1305 44.470 Box 0.600 1306 44.645 Box 0.600 1307 44.737 Box 0.600 1308 44.900 Box 0.900 1309 45.060 HP 0.900 1310 45.255 HP 0.910 1311 45.340 Box 0.600 1311 45.340 Box 0.600 1312 45.420 Box 0.900 1313 45.575 Slab 1.210 1314 45.675 Box 0.600 1315 45.705 Box 0.900 1316 46.025 Box 0.900 1317 46.125 Box 0.600 1318 46.240 Box 0.600 1319 46.400 Box 0.600 1320 46.465 Box 0.900 1321 46.725 Box 0.600 1322 46.815 HP 0.910 1323 46.925 Slab 1.820 1324 46.990 Slab 1.500 1325 47.025 Slab 0.910 1326 47.125 HP 0.910 1327 47.210 HP 0.910 1328 47 300 Slab 0 910 1328 47.300 Slab 0.910 1329 47.450 Box 0.600 1330 47.705 Box 0.600 1331 47.775 Box 0.600 1332 48.025 Box 0.600 1333 48.180 Box 0.600 1334 48.250 Box 0.600 1335 48.350 Box 0.600 1336 48.480 Box 0.600 1337 48.525 Box 0.600 1338 48.675 Box 0.600 1339 48.825 Box 0.600 1340 49.002 Box 0.600 1341 49.150 Box 0.600 1342 49.240 HP 0.910 1343 49.300 Box 0.600 1344 49.755 Box 0.600 1345 49.998 Box 0.600 1346 50.110 Box 0.600 1

53.

Type of structures

( i Sl b B



(pipe.Slab Box 347 50.305 Box 0.600 1348 50.500 Box 0.600 1349 50.640 Box 0.600 1350 50.775 Box 0.600 1351 51.001 Box 0.600 1352 51.350 Box 0.600 1353 51.395 Box 0.600 1354 51.440 Box 0.600 1355 51.615 Box 0.600 1356 51.965 Box 0.600 1357 52.035 Slab 1.210 1358 52.190 Box 0.600 1359 52.375 Box 0.600 1360 52.500 Box 0.600 1361 52.700 Box 0.600 1362 52.825 Slab 3.000 1363 52 915 B 0 600 1363 52.915 Box 0.600 1364 52.955 Box 0.600 1365 53.185 Box 0.600 1366 53.105 Box 0.600 1367 53.225 Slab 1.219 1368 53.450 Slab 3.000 1369 53.622 Box 0.600 1370 54.022 Box 0.600 1371 54.165 Box 0.600 1371 54.165 Box 0.600 1372 54.262 Box 0.600 1373 54.450 Slab 2.400 1374 54.525 Slab 2.130 1375 54.645 Box 0.600 1376 54.730 Box 0.600 1377 54.990 Box 0.600 1378 55.130 Box 0.600 1379 55.180 Box 0.600 1380 55.550 Box 0.600 1381 55.590 Box 0.600 1382 55.875 Box 0.600 1383 55.920 Box 0.600 1384 56.090 Box 0.600 1385 56.425 Box 0.600 1386 56.445 Box 0.600 1387 56.495 Box 0.600 1388 56 750 Slab 3 000 1388 56.750 Slab 3.000 1389 57.015 Box 0.600 1390 57.165 Box 0.600 1391 57.240 Box 0.600 1392 57.450 Box 0.600 1393 57.525 Box 0.600 1394 57.860 Box 0.600 1395 57.925 Slab 3.000 1396 58.195 Box 0.600 1397 58.225 Box 0.600 1398 58.950 Box 0.600 1399 58.995 Box 0.900 1400 59.075 Box 0.600 1401 59.200 Box 0.900 1402 59.300 HP 0.910 1403 59.490 Box 0.600 1404 59.640 Box 0.900 1405 59.760 Box 0.910 1406 59.910 Box 0.910 1

54.

Type of structures

( i Sl b B



(pipe.Slab Box 407 60.060 Box 0.910 1408 60.120 Box 0.600 1409 60.300 Slab 2.430 1410 60.500 Slab 2.000 1411 60.600 Box 0.600 1412 60.970 Slab 1.830 1413 61.030 Box 0.910 1414 61.200 HP 0.910 1415 61.300 Box 0.910 1416 61.430 Box 0.600 1417 61.500 Box 0.910 1418 61.700 Box 0.600 1419 61.730 Slab 1.500 1420 62.060 Box 0.600 1421 62.300 Box 0.600 1422 62.460 Box 0.600 1423 62 840 B 0 600 1423 62.840 Box 0.600 1424 63.100 Box 0.600 1425 63.270 Box 0.600 1426 63.540 Box 0.600 1427 63.700 Box 0.600 1428 64.030 Box 0.600 1429 64.180 Box 0.600 1430 64.390 Box 0.600 1431 64.660 HP 0.910 1431 64.660 HP 0.910 1432 64.840 HP 0.910 1433 65.130 Box 0.600 1434 65.310 Slab 1.219 1435 65.450 Box 0.910 1436 65.600 Box 0.600 1437 66.000 Slab 3.650 1438 66.180 Box 0.600 1439 66.350 Box 0.600 1440 66.700 Box 0.600 1441 66.930 Box 0.910 1442 67.060 Box 0.600 1443 67.300 Box 0.910 1444 67.540 Slab 1.220 1445 67.690 Box 0.600 1446 67.900 Box 0.910 1447 68.000 Box 0.600 1448 68 200 Box 0 600 1448 68.200 Box 0.600 1449 68.360 Box 0.600 1450 68.600 Box 0.910 1451 68.630 Box 0.910 1452 68.970 Box 0.600 1453 69.300 Box 0.600 1454 69.500 Box 0.600 1455 69.750 Box 0.600 1456 69.900 Slab 2.430 1457 70.110 Box 0.910 1458 70.160 Slab 0.910 1459 70.250 Box 0.600 1460 70.700 Box 0.910 1461 70.800 Box 0.600 1462 70.850 Box 0.600 1463 70.900 Slab 1.210 1464 71.100 Box 0.600 1465 71.200 Box 0.910 1466 71.430 Box 0.600 1

55.

Type of structures

( i Sl b B



(pipe.Slab Box 467 71.460 Box 5.000 1468 71.600 Box 0.910 1469 72.180 Slab 1.220 1470 72.270 Slab 1.520 1471 72.420 Box 0.600 1472 72.450 Box 0.600 1473 72.540 Box 0.910 1474 72.800 Box 0.600 1475 72.900 Box 0.600 1476 73.180 Box 0.600 1477 73.400 Box 0.600 1478 73.450 Box 0.600 1479 73.500 Box 0.600 1480 73.730 Box 0.600 1481 73.900 Box 0.600 1482 74.200 Box 0.600 1483 74 300 B 0 600 1483 74.300 Box 0.600 1484 74.450 Box 0.600 1485 74.550 Box 0.600 1486 74.700 Box 0.600 1487 74.800 Box 0.600 1488 75.050 Box 0.910 1489 75.210 HP 0.910 1490 75.450 Box 0.910 1491 75.600 Box 0.910 1491 75.600 Box 0.910 1492 75.630 Box 0.600 1493 76.200 Box 0.600 1494 76.250 Box 0.600 1495 76.430 Box 0.600 1496 76.600 Box 0.600 1497 76.750 Box 0.600 1498 76.880 Slab 1.220 1499 77.010 Box 0.600 1500 77.100 Box 0.600 1501 77.270 Box 0.600 1502 77.400 Box 0.600 1503 77.750 Box 0.600 1504 78.060 Box 0.600 1505 78.150 Box 0.600 1506 78.360 Slab 1.830 1507 78.490 Box 0.910 1508 78 600 Box 0 600 1508 78.600 Box 0.600 1509 78.720 Box 0.910 1510 78.900 Box 0.910 1511 79.100 Box 0.600 1512 79.400 Box 0.600 1513 79.600 Box 0.600 1514 79.750 Box 0.600 1515 79.850 Box 0.600 1516 80.025 Box 0.600 1517 80.200 Box 0.600 1518 80.750 Box 0.600 1519 80.900 Box 0.600 1520 81.020 Slab 1.200 1521 81.270 Box 0.600 1522 81.500 Box 0.600 1523 81.870 Slab 1.200 1524 82.000 Box 0.600 1525 82.200 Box 0.910 1526 82.300 Box 0.600 1

56.

Type of structures

( i Sl b B



(pipe.Slab Box 527 82.450 Box 0.600 1528 82.800 Box 0.600 1529 82.900 Box 0.910 1530 83.100 Box 0.600 1531 83.240 Slab 1.220 1532 83.290 Box 0.600 1533 83.300 Box 0.600 1534 83.600 Box 0.600 1535 83.700 Slab 3.650 1536 83.800 Box 0.600 1537 83.900 Box 0.900 1538 84.100 Box 0.600 1539 84.200 Box 0.600 1540 84.330 Box 0.600 1541 84.500 Box 0.600 1542 84.750 Box 0.600 1543 84 900 B 0 600 1543 84.900 Box 0.600 1544 84.950 Box 0.600 1545 85.300 Box 0.600 1546 85.600 Box 0.600 1547 85.630 Box 0.600 1548 85.800 Box 0.900 1549 86.000 Box 0.600 1550 86.025 Box 0.600 1551 86.200 Box 0.600 1551 86.200 Box 0.600 1552 86.330 Box 0.600 1553 86.400 Box 0.600 1554 86.500 Box 0.600 1555 86.700 Box 0.600 1556 86.900 Box 0.910 1557 87.150 Box 0.600 1558 87.200 Box 0.600 1559 87.360 Slab 1.820 1560 87.500 Box 0.600 1561 87.600 Box 0.600 1562 87.700 Box 0.600 1563 87.800 Box 0.600 1564 88.000 Box 0.600 1565 88.200 Box 0.600 1566 88.300 Box 0.600 1567 88.500 Slab 1.830 1568 88 545 Slab 1 000 1568 88.545 Slab 1.000 1569 88.600 Box 0.600 1570 88.720 Box 0.600 1571 88.800 Box 0.600 1572 89.060 Box 0.600 1573 89.150 Box 0.600 1574 89.300 Box 0.600 1575 89.360 Box 0.600 1576 89.400 HP 0.910 1577 89.500 Box 0.600 1578 89.730 Box 0.600 1579 89.800 Slab 3.050 1580 89.950 Slab 3.000 1581 90.200 Box 0.600 1582 90.300 Box 0.600 1583 90.400 Box 0.600 1584 90.500 Box 0.600 1585 90.600 Box 0.600 1586 90.950 Box 0.910 1

57.

Type of structures

( i Sl b B



(pipe.Slab Box 587 91.100 Box 0.600 1588 90.250 Box 0.600 1589 91.500 Box 0.600 1590 91.600 Slab 1.830 1591 91.800 Slab 1.800 1592 91.900 Box 0.600 1593 91.950 Box 0.910 1594 92.100 Box 0.600 1595 92.200 Box 0.600 1596 92.250 Slab 1.220 1597 92.350 Box 0.600 1598 92.400 Box 0.600 1599 92.450 Box 0.600 1600 93.010 Box 0.600 1601 93.160 Box 0.910 1602 93.360 Slab 1.220 1603 93 550 B 0 600 1603 93.550 Box 0.600 1604 93.570 Box 0.600 1605 93.660 Box 0.600 1606 93.700 Box 0.600 1607 93.900 Box 0.600 1608 93.980 HP 0.910 1609 94.120 Box 0.600 1610 94.200 Box 0.900 1611 94.300 Box 0.600 1611 94.300 Box 0.600 1612 94.450 Box 0.600 1613 94.600 Box 0.600 1614 94.750 Box 0.910 1615 94.900 Box 0.600 1616 95.166 Box 0.600 1617 95.400 Slab 1.220 1618 95.460 Box 0.910 1619 95.550 Box 0.910 1620 95.670 Box 0.600 1621 95.720 Box 0.910 1622 95.900 Box 0.600 1623 96.200 Box 0.910 1624 96.300 Box 0.600 1625 96.500 Slab 1.530 1626 96.600 Box 0.600 1627 96.700 Box 0.600 1628 96 900 Slab 1 220 1628 96.900 Slab 1.220 1629 97.200 Box 0.910 1630 97.250 Box 0.600 1631 97.500 Box 0.910 1632 97.750 Box 0.910 1633 97.850 Box 0.600 1634 98.000 Box 0.600 1635 98.150 Box 0.600 1636 98.300 Box 0.600 1637 98.350 Box 0.600 1638 98.500 Slab 1.220 1639 98.560 Box 0.600 1640 98.600 Box 0.600 1641 98.700 Box 0.600 1642 98.900 Box 0.600 1643 99.000 Box 0.600 1644 99.200 Box 0.910 1645 99.300 Box 0.600 1646 99.500 Box 0.600 1

58.

Type of structures

( i Sl b B



(pipe.Slab Box 647 99.800 Box 0.910 1648 99.850 Box 0.910 1649 99.900 Box 0.910 1650 100.000 Box 0.600 1651 100.200 Box 0.600 1652 100.300 Box 0.910 1653 100.400 Box 0.910 1654 100.600 Box 0.600 1655 100.630 Box 0.600 1656 100.750 Box 0.600 1657 100.830 Box 0.600 1658 100.950 Box 0.600 1659 101.050 Box 0.600 1660 101.100 Box 0.910 1661 101.210 Slab 1.210 1662 101.370 Box 0.600 1663 101 600 B 3 640 1663 101.600 Box 3.640 1664 101.660 Slab 1.830 1665 101.850 Box 0.600 1666 101.900 Slab 1.820 1667 102.150 Box 0.600 1668 102.200 Box 0.600 1669 102.330 Box 0.600 1670 102.500 Box 0.600 1671 102.600 Box 0.600 1671 102.600 Box 0.600 1672 102.630 Box 0.600 1673 102.700 Slab 1.210 1674 102.900 Box 0.600 1675 103.000 Box 0.910 1676 103.100 Box 0.600 1677 103.200 Box 0.600 1678 103.275 Slab 1.200 1679 103.350 Box 0.600 1680 103.400 Box 0.600 1681 103.500 Box 0.600 1682 103.600 Slab 4.520 1683 103.700 Box 0.600 1684 103.800 Box 0.600 1685 103.900 Box 0.910 1686 104.100 Slab 1.220 1687 104.460 Slab 1.220 1688 104 600 Slab 1 210 1688 104.600 Slab 1.210 1689 104.630 Box 0.600 1690 104.800 Box 0.600 1691 104.830 Box 0.600 1692 105.050 Box 0.600 1693 105.200 Box 0.600 1694 105.460 Slab 3.050 1695 105.500 Slab 1.820 1696 105.600 Box 0.600 1697 105.750 Box 0.600 1698 105.800 699 105.950 1700 106.300 1701 106.390 1702 106.750 1703 106.900 1704 107.010 1705 107.450 1706 107.550 1r By

pass

road

.

59.

Type of structures

( i Sl b B



(pipe.Slab Box 707 107.750 1708 107.850 1709 107.950 1710 108.000 1711 108.300 1712 108.550 1713 108.850 1714 108.930 1R

e-al

ignm

et p

ortio

n fo

r

715 108.990 1716 109.050 1717 109.090 1718 108.160 719 109.170 Slab 1.820 1720 109.570 Box 0.600 1721 109.670 Slab 1.820 1722 109.770 Box 0.600 1723 109 855 B 0 910 1

R

723 109.855 Box 0.910 1724 109.940 Slab 1.200 1725 110.070 Box 0.600 1726 110.220 Box 0.910 1727 110.470 Slab 1.220 1728 110.570 Box 0.600 1729 110.770 Box 0.900 1730 110.870 Box 0.600 1731 111.020 Box 0.600 1731 111.020 Box 0.600 1732 111.090 Box 0.910 1733 111.170 Box 0.910 1734 111.370 Box 0.600 1735 111.400 Box 0.600 1736 111.570 Slab 1.220 1737 111.600 Box 0.600 1738 111.670 Slab 1.220 1739 111.700 Box 0.910 1740 111.970 Box 0.910 1741 112.170 Box 0.600 1742 112.220 Box 0.910 1743 112.270 Box 0.600 1744 112.320 Box 0.600 1745 112.570 Slab 2.430 1746 112.620 Box 0.600 1747 112.700 Slab 1.820 1748 112 770 Slab 4 530 1748 112.770 Slab 4.530 1749 112.870 Box 0.600 1750 113.030 Box 0.600 1751 113.100 Box 0.600 1

576 98 30 13 7 11 735

60.


Sl.No. Description of Item Qty Rate Unit Amount (Rs.) Remarks:

1 3 7 8.00 9 10 111 RCC T-Beam Bridge

(10 mtr. span.)-1 Nos10.00 11,00,000.00 mtr. 1,10,00,000.00

2 RCC T-Beam Bridge (16 mtr. span.) -1 Nos

16.00 11,50,000.00 mtr. 1,84,00,000.00

3 RCC T-Beam Bridge (18.90 mtr. span.)- 1Nos

18.90 13,00,000.00 mtr. 2,45,70,000.00

4 PSC Girder(63.06mtr. span)- 1Nos.

63.06 15,00,000.00 mtr. 9,45,90,000.00

5 RCC T-Beam Bridge (15.00 mtr. span.)-1Nos

15.00 15,00,000.00 mtr. 2,25,00,000.00

6 RCC T-Beam Bridge (35.00 mtr. span.) -1

35.00 15,00,000.00 mtr. 5,25,00,000.00

7

RCC T-Beam Bridge (8.00 mtr. span.)- 1Nos

8.00 11,00,000.00 mtr. 88,00,000.00

8


62.00 11,00,000.00 mtr. 6,82,00,000.00

9


25.00 14,85,000.00 mtr. 3,71,25,000.00

33,76,85,000.00

ABSTRACT OF COST OF BRIDGES.

ANNEXURE -VISegment: - Bame to Daporijo (Subansiri Bridge point) 113.100

53.


Span Type Span Type1 2 4 5 6 7 8

1 11.50 Sinam 18.90 RCC T - Beam 1x11.50 RCC T - Beam

2 29.51 Siru - -

1x10.00 RCC T - Beam

3 36.03 Sie 63.06 Bailey 1X63.06 PSC Girder

4 38.410 Rute 18.90 RCC T - Beam 1X18.90 RCC T - Beam5 38.72 Luse Koro 13.50 RCC T - Beam 1x15.00 RCC T - Beam

6 58.86 Siyu Bridge 33.53 Steel Balley Bridge 1X35.00 RCC T - Beam

7 71.465 Maro Nallah 6.00 RCC Slab Culvert 1X8.00 RCC T - Beam

8 97.580 Sinyum River 60.96 Steel Balley Bridge 1X62.00 RCC T - Beam

9 105.760 Belo Koro 23.40 RCC Gurder 1X25.00 RCC T - Beam

DETAILS OF EXISTING AND PROPOSED BRIDGES

Sl.No. Chainage Name of BridgeExisting Proposed


54.

Name of work: Trans Arunachal HighwaySegm IRC : SP - 48 - 1998

Total length of Road = mLess water gap(Bridges) m

(Culvert) m150 150 m

1) U-Shape Total length of drain = mM 15

a) U - Shaped Drain = mb) Triangle Drain = mc) Kerb and Channel = m

150

1 E/Work -= 51125.25 Cum.@ 136/Cum = Rs. 69,53,034.00

2 M-15 Base -= Cum

Wall -= Cum

Cum @4516/Cum = Rs 9,65,52,080.00

2002) Triangular

470

1 E/Work -

=

2 Stone masonry=

= Rs 23027806.22200

2503) Kerb & Channel 300

1 E/Work -

=

2 Stone masonry

=Rs 1,04,39,013.53

13,69,71,933.75 -

600600

1100

34,526.00 15,340.54

340 400

150 200

ABSTRACT OF COST (DRAIN)ANNEXURE -VII

As per APSR 2007

1,11,836.54 1,11,836.54

1,13,100.00 Segment: - Bame to Daporijo (

1.00x1.00x1.10x0.75 = 0.825Cum x61970.00

1/2 x 0.900 x 0.60 x 1.00m= 0.27Cum. X 34526 = 9322.02 CumX 169/Cum

10225

2x1.00x0.60x0.15 = 0.180Cum x61970.00 11155

21380

1x1.00x1.10x0.150 = 0.165Cum x61970.00

1 x 1.00 + 0.40/2 x 0.500 x 1.00= 0.35 Cum x 15340.55 = 5369.19Cumx 169/Cum

200

600

400

1 x 1.00 x 0.940 x 0.20 = 0.188 Cum x15340.55 = 2884.00 Cum x 3305/Cum

9531620.00

200

2 x 4.70 x 0.20 x 1.00 = 0.188 Cum x34526 = 6490.89 Cum x 3305/Cum

248.46 1,015.00

As per APSR 2007

As per APSR 2007

10439013.53

21452384.823027806.2

1575421.38

907393.53

61,970.00

M -15

55.

Sl.No.

Description of Item Qnty Rate Unit Amount in (Rs.) Remarks

1 2 3 4 5 6 71 R/Wall - 3Mtr Ht. 1,670.00 12,200.00 Mtr. 2,03,74,000.00 2 R/Wall - 4Mtr Ht. 310.00 16,350.00 Mtr. 50,68,500.00

3 R/Wall - 5Mtr Ht. 825.00 20,500.00 Mtr. 1,69,12,500.00

4 R/Wall - 6Mtr Ht. 850.00 23,368.00 Mtr. 1,98,62,800.00

5 R/Wall - 10Mtr Ht. 255.00 60,200.00 Mtr. 1,53,51,000.00

6 B/Wall - 2Mtr Ht. 1,371.00 12,100.00 Mtr. 1,65,89,100.00

7 B/Wall - 3Mtr Ht. 608.00 17,106.00 Mtr. 1,04,00,448.00

10,45,58,348.00

PROTECTION WORK

( Annexure - VIII)



56.


3.00 Mtr Ht. 4.00 Mtr Ht.

5.00 Mtr Ht.

6.00 Mtr. Ht.

10.00 Mtr. Ht.

2.00 Mtr. Ht.

3.00 Mtr. Ht.

1 2 3 4 5 6 7 8 9 10

1 0.325 - - 35.00

2 1.305 15.00

3 5.750 20.00

4 3.800 51.00

5 6.850 15.00

6 6.550 24.00

7 9.340 34.00

8 10.110 20.00

9 12.800 30.00

10 12.900 15.00

11 13.700 20.00 6.00

12 14.100 25.00 4.00

13 14.625 35.00

14 16.690 12.00

15 18.100 25.00 3.00 10.00

16 19.100 30.00 51.00

17 19.950 5.00 15.00

18 20.000 90.00

19 20.600 15.00

20 23.100 15.00 24.00

21 21.221 75.00

22 21.390 18.00

23 21.480

24 21.560

25 35.290 20.00

26 38.670 15 2027 39.18728 39.308 10 1529 39.40530 39.680 1531 39.860 2032 39.970 2033 40.223 1534 40.265 1535 40.568 2036 40.950 3037 41.550 20 2038 41.645

Remarks

DETAILS OF R/WALL & B/WALL

Retaining Wall Breast WallSl No. Chainage ( In Km) ( Annexure -VIII(a))


57.


5.00 Mtr Ht.

6.00 Mtr. Ht.

10.00 Mtr. Ht.

2.00 Mtr. Ht.

3.00 Mtr. Ht.

1 2 3 4 5 6 7 8 9 10

Remarks

Retaining Wall Breast WallSl No. Chainage ( In Km)

39 41.690 1540 41.940 3041 42.150 1542 42.580 1043 42.850 2044 43.330 1545 43.880 2546 44.070 2547 44.228 3048 44.610 3549 44.925 2050 45.210 3551 45.450 2552 45.611 4053 45.731 2554 45.916 2555 45.970 2556 46.070 35 2557 46.39058 46.430 2559 46.931 2060 47.150 25 3061 47.21062 47.320 2563 47.380 2064 47.580 30 2565 47.65066 47.830 4067 47.980 3068 48.070 3569 48.190 3070 48.410 25 3571 48.53072 48.620 1573 48.830 4074 49.040 2575 49.230 2076 49.380 35 3077 49.59078 49.740 2079 50.040 2080 50.290 1081 50.500 3082 50.650 2083 50.770 1584 51.040 2085 51.190 25 2586 51.29587 51.560 2088 51.680 3089 52.130 2590 52.350 20 1591 52.50092 52.740 1593 52.860 2094 53.190 2595 53.350 1096 53.920 25 1597 54.07098 54.230 1599 54.590 10 25

58.


5.00 Mtr Ht.

6.00 Mtr. Ht.

10.00 Mtr. Ht.

2.00 Mtr. Ht.

3.00 Mtr. Ht.

1 2 3 4 5 6 7 8 9 10

Remarks


100 54.770101 55.170 20102 55.380 15 25103 55.800104 55.950 25105 56.130 20106 56.230 15107 56.920 20108 57.130 20109 57.710 25110 58.160 15111 58.230 25112 58.620 20113 58.680 10114 58.800 15 25115 58.820116 59.080 15117 59.200 25 10118 59.230119 59.315 15120 59.510 20121 59.880 20122 60.070 15 30123 60.250124 60.410 20125 60.880 50 25126 61.150127 61.625 30 35128 61.800129 61.328 15130 62.645 25131 62.900 15132 63.350 10133 64.210 15134 64.580 20135 64.700 25 15136 64.870137 65.200 30138 66.240 25139 66.670 20140 67.220 25141 67.830 15142 68.365 30143 68.750 25144 69.600 20145 69.850 25 25146 70.500147 70.860 25148 71.350 25149 71.485 20150 72.520 30151 72.625 25 30152 72.910153 73.250 25 30154 73.640155 73.750 15 35156 73.865157 74.100 20 20158 74.750159 74.910 30160 75.110 20

59.


5.00 Mtr Ht.

6.00 Mtr. Ht.

10.00 Mtr. Ht.

2.00 Mtr. Ht.

3.00 Mtr. Ht.

1 2 3 4 5 6 7 8 9 10

Remarks


161 75.580 15 80162 75.690 60163 75.810 25164 76.085165 76.255 15 50166 76.275 40167 76.460 35168 76.610169 76.660 10 40170 76.780 30171 76.895172 77.160 20 37173 77.450174 77.800 30175 78.310 20 30176 78.820177 79.225 30178 79.900 15179 80.415 25180 80.920 15181 81.115 15182 81.310 10183 81.650 15 15184 81.900185 82.315 20186 82.500 15 20187 82.710 25188 83.400189 83.710 20190 83.990 25191 84.800 20192 85.190 25 20193 85.315194 85.940 20195 86.610 10196 87.080 15197 87.450 20198 88.150 15 15199 88.400200 88.830 20 20201 89.210202 89.600 15203 89.840 25204 89.920 20205 90.700 15 15206 90.850207 91.340 20 30208 91.510209 91.750 15 35210 92.020211 92.150 20 40212 92.255 30213 92.355214 92.580 15 35215 92.820216 93.240 15217 93.810 20 20218 94.380219 94.810 25 25220 95.110221 95.800 30

60.


5.00 Mtr Ht.

6.00 Mtr. Ht.

10.00 Mtr. Ht.

2.00 Mtr. Ht.

3.00 Mtr. Ht.

1 2 3 4 5 6 7 8 9 10

Remarks


222 96.400 20 25223 97.900224 98.500 20 45225 99.225226 100.060 15227 101.070 10228 102.410 30229 102.500 20 15230 103.510231 103.840 25232 104.750 20233 Starting Pooint of

Diversion (105.800 to 108.160 KM)

234 105.820 25 15235 106.430236 106.950 25237 107.400 20238 107.910 25 25239 108.400 40240 108.840241 109.130 20242 109.640 30 20243 110.525 30244 111.620 25245 111.860 20 25246 112.510 15

1670.000 310.000 825.000 850.000 255.000 1371.000 608.000

= 3,910.00 = 1,979.00

Total (R/wall) Total (B/wall)

61.


Sl.No.


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)


58.

Sl.No.


1 2 3 4.00 5 6.00 74 Providing reinforced cement concrete M15 Grade

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.


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)


U/S side (m)

Width of

Culvert (m)


Type ConditionLocation


Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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)


U/S side (m)

Width of

Culvert (m)




Thickness of slab

(m)

Span arrangement

and total ventway

(Nos,

Presence of Scour

Adequacy of

Waterway


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……………………….

81.

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 271 11.15 sinam 1980 1 18.90 18.90 17.90 4.00 RccTB

eam Bridge

0.30 RCC BT 0.025 RRM 1.20 4.50 8.00 RRM

2 36.03 Sie 1964 1 63.00 63.00 62.00 3.42 Steel Truss

Steel Decki

ng

Steel Truss

Steel Decki

ng

RRM 1.20 4.50 2.50 RRM

3 38.43 Rute 1968 1 16.00 16.00 16.00 4.00 5.09 RccTBeam

Bridge

0.30 RCC Thick=0.1H=0.75

BT 0.025 RRM 1.00 4.00 3.70 RRM

4 38.720 Luse Koro 1978 1 0.05 13.50 13.50 5.00 6.00 0.25 1:5 RCC 0.50 RCC 0.15 x 1.5 CC 0.075 RRM 1.00 4.5 10.20 RRM

5 58.86 Siyum 1964 1 0.05 33.53 35.00 3.40 5.00 1:5 Steel 0.25 Steel 0.10 x 2.00

Steel RRM 1.20 5.60 14.00 RRM

6 71.465 Maro Nallah

1961 1 0.04 6.00 7.20 6.00 7.20 1:5 RCC 0.45 RCC 0.10 x 1.40

CC 0.075 RRM 1.00 4.00 6.00 RRM

7 97.58 Sinyum River

1964 1 0.04 60.96 62.00 4.90 6.00 1:4 RCC 0.45 RCC 0.10 x 1.40

CC 0.075 RRM 1.00 4.00 14.00 RRM

8 105.76 Belo Koro 1975 1 0.04 23.40 25.00 5.00 6.00 1:4 RCC 0.45 RCC 0.10 x 1.40

CC 0.075 RRM 1.00 4.00 6.62 RRM

Hig

h le

vel o

r sub

mer

sibl

e

Cle

ar R

oadw

ay w

idth

be

twee

n ke

rbs

(m)

Tota

l out

er w

idth

of b

ridge

(m

)

Year

of c

onst

ruct

ion

No

of s

pans

Span

arr

ange

men

t (e

xpan

sion

join

t to

expa

nsio

n jo

int (

m)

Leng

th o

f brid

ge fa

ce to

face

of

abu

tmen

t (m

)

Brid

ge N

o.

Cle

ar s

pans

Loca

tion

(km

)

Nam

e of

rive

r brid

geMaterials used

Wid

th o

f foo

tpat

h (m

) Superstructure

Gra

dien

t

Type

Type

of B

earin

g

Thic

knes

s of

sla

bs (m

)

Mat

eria

l of s

lab

Han

drai

l / P

arap

er

thic

knes

s &

Hei

ght (

m)

Sub-StructureDetails of wearing coat

Pie

rType

Thic

knes

s (m

)

Thickness on Pier (m)

Top

Botto

m

Hei

ght o

f Pei

r & a

butm

ent

Abut

men

tType

Road Name : TRANS Arunachal Highway

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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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


Tirbin(Siru) 6.20 BT 3.55 G ER 1.33 F 28.25 8 3.50 Rd. to Hospital


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


Tirbin(Dapo)

6.00 BT 3.65 G ER 1.18 F 29.70 11 3.40 Rd. to Deke Vill.


6.20 BT 3.60 G ER 1.30 F 36.09 12 3.60 Rd. to Liromoba


6.10 BT 3.50 G ER 1.30 F 37.18 13 3.50 Rd. to Tai Vill.


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


Tirbin(Dapo)

6.10 BT 3.50 G ER 1.30 F

Realignment for Bypass road to Tirbin

townshi

76.

Land Use (Built



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)



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


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





78.

Land Use (Built



To km

From km


Width (m)

Condition**

(G/F/P/VP)

Name of town/

villages

Formation

Width (m)


Width (m)

Condition**

(G/F/P/VP)

Remarks

Embankment Height

(m)

Submergency (cm)

Location (km)

Road No. (km)










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

Chainage Pavement Composition Shoulder Riding Quality

RemarkQuality (G/F/P/V

P)

Potholes (No and

%

Condition (Fair,Poor,

Failed)

78.

Road Name :

1 11.15 Sinam 18.90 18.50 RRM RRM Deck RCC P 2.00 0.30 RRM RCC T-Carriageway 4.00 Beam

BridgeFootwayRailing RCC

2 36.03 Sie River 63.06 6.40 Bailey bridge

RRM RRM Deck Steel Decking

P 6.20 RRM 200'DTBB+

Carriageway 3.42 10'DDBBFootwayRailing Steel

Truss3 38.43 Rute Koro 16.00 3.50 RRM RRM Deck RCC G 1.10 0.30 RRM RCC T-

Carriageway 4.00 Beam Bridge

FootwayRailing RCC

4 38.72 Luse Koro 13.50 6.00 RCC Bridges

R.R.M Abutment

Cement Concrete

Base

Deck RCC Slab P 3.20 0.45 RRM

Carriagaway 5.20 PFootway NILRailing RCC

0.90x0.20P

5 58.860 Siyu 33.53 5.00 Steel Bailey Brige

R.R.M Abutment

Cement Concrete

Base

1965 Deck Steel Decking

P 3.00 RRM Poor

Carriagaway 3.40 PFootway NILRailing Steel P

6 71.465 Maro Nallah

6.00 7.20 RCC slab R.R.M Abutment

Cement Concrete

Base

Deck RCC P 3.50 0.4 RRM very poor.

Carriagaway 6.00 P

INVENTORY & CONDITION SURVEY FOR BRIDGES Sheet No.

Sl. No

Location Name of river and type of

crossing

Length of Bridge span Arrangment

(m)

Type of BridgesAverage Critical

Clearance (m)

Super- Structure

Sub- Structure

RCC T-beam

RCC T-beam

RemarksDetails of SuperstructuresFeatures Type Condition

(VG/G/F/P/VP)

HFL (m)

Thickness of

Girder/Slab (m)

Road No :Date of Survey: 17th to 22nd April2008

FoundationYear of

constructionType of

Protection work and condition

Bame to Daporijo (Subansiri Bridge point) 112.13 km.TRANS Arunachal Highway

Section :

79.

Footway NILRailing RCC P

7 97.580 Sinyum 60.96 5.00 Steel Bailey Brige

R.R.M Abutment

Cement Concrete

Base

Deck Steel Decking

VP 4.00 RRM very poor.


8 91.277 Siyum 33.00 5.00 Steel Bailey Brige

R.R.M Abutment

Cement Concrete

Base

1965 Deck Steel Decking

P 3.00 RRM Poor


9 105.760 Belo Koro 23.40 6.65 RCC Slab R.R.M Abutment

Cement Concrete

Base

Deck RCC P 4.50 0.25 R.R.M poor.

Carriagaway 5 PFootway 0.25 PRailing RCC P

Note: VG=Very Good

VP-Poor VP=Very Good

Surveyed by……………………….

80.

Road Name :Bame to Daporijo (Subansiri Bridge point) 112.13 km.

SL.NO Chainage in k.m. R/Wall in metres

B/Wall in metres

Height Remarks

1 0.325 35.002 0.850 31.003 1.400 10.004 1.630 31.005 1.900 10.506 2.400 36.007 2.800 16.508 2.820 7.009 3.600 35.00

10 3.800 51.0011 5.590 18.2012 6.180 8.2013 6.320 19.0014 6.550 24.0015 6.570 5.9016 7.120 17.0017 7.530 10.0018 7.950 20.0019 8.150 120.0020 8.300 32.2021 8.350 35.0022 8.570 9.0023 8.800 6.0024 8.830 7.7025 8.860 5.0026 8.930 37.0027 8.990 8.6028 9.240 5.0029 9.340 34.0030 9.440 19.5031 9.660 10.0032 9.690 9.2033 9.740 23.0034 9.800 7.4035 10.550 52.0036 10.750 22.0037 10.950 27.0038 11.050 30.0039 11.550 10.7040 11.690 6.6041 11.740 9.0042 11.800 6.0043 11.880 9.0044 12.000 11.7045 12.160 43.0046 12.330 6.30

Details of R/Wall & B/WallTRANS Arunachal Highway

Section :

80.


B/Wall in metres

Height Remarks

47 12.380 6.3048 13.400 10.0049 13.580 9.0050 13.700 18.0051 14.000 21.0052 14.150 7.5053 14.625 5.0054 14.750 25.0055 14.820 5.0056 15.575 21.0057 15.895 25.0058 16.690 12.0059 16.742 22.0060 16.780 35.0061 19.079 26.00 26.0062 19.550 12.0063 19.835 5.0064 20.000 90.0065 20.430 34.0066 21.060 12.0067 21.221 75.0068 21.390 18.0069 21.480 12.0070 21.560 12.0071 21.610 26.0072 21.640 15.0073 22.090 19.0074 22.515 10.0075 22.600 10.0076 23.660 12.0077 24.535 30.0078 25.508 12.0079 28.150 12.0080 31.250 16.0081 31.500 10.0082 31.600 12.0083 31.800 18.0084 32.100 10.0085 32.190 30.0086 32.300 5.0087 32.400 10.0088 33.000 4.0089 33.400 15.0090 33.410 15.0091 33.440 5.0092 33.480 10.0093 33.600 10.0094 33.700 8.0095 34.200 5.00

81.


B/Wall in metres

Height Remarks

96 36.460 30.0097 36.510 25.0098 36.980 15.0099 37.000 4.00

100 37.100 15.00101 37.370 10.00102 37.400 30.00103 37.600 25.00104 37.640 90.00105 37.710 95.00106 38.330 60.50 397.00107 39.594 25.00 35.00108 40.570 16.50 51.00109 41.340 17.00110 41.870 32.20111 41.933 35.00112 42.035 9.00113 42.715 5.00114 43.015115 44.737 6.60 40.00116 44.900 9.00117 45.925 18.00118 46.125 21.00119 46.240 7.50120 46.400 5.00121 46.990 22.00122 47.025 35.00123 47.705124 47.775 60.00125 48.675 10.00126 48.825 10.00127 49.755 12.00 30.00128 49.998 18.00129 50.775 15.00130 51.001 15.00131 51.615 5.00132 51.965133 52.035 15.00134 52.955 16.50135 53.185 7.00136 53.105 35.00137 54.730 32.20138 54.990 35.00139 55.130 9.00140 55.180 6.00 40.00141 55.550 7.70142 55.590 5.00143 55.875 37.00144 55.879 8.60

82.


B/Wall in metres

Height Remarks

145 55.920 5.00146 56.090 60.00147 56.425 19.50148 56.445 10.00149 56.495 9.20150 56.750 23.00151 57.015 7.40 34.00152 57.165 52.00153 57.240 22.00154 57.450 27.00155 57.525 30.00156 57.860 10.70157 57.925 6.60158 58.195 9.00159 58.225 6.00 30.00160 58.450 9.00161 58.950 11.70162 58.995 43.00163 59.075 6.30164 59.200 6.30165 59.300 10.00166 59.490 9.00167 59.640 18.00168 59.760 21.00169 59.910 7.50170 60.060 5.00171 60.180 25.00172 60.300 5.00173 60.500 21.00 40.00174 60.600 25.00175 60.970176 61.030 22.00177 61.200 35.00178 61.300 26.00179 61.430 12.00180 61.500 5.00 12.00181 61.700 90.00182 61.730 34.00183 62.060 26.00184 62.300185 62.460186 62.840 12.00187 63.100 12.00188 63.270 26.00 12.00189 63.540 15.00 75.00190 63.660 19.00 18.00191 63.700 10.00192 64.030 10.00193 64.180 12.00

83.


B/Wall in metres

Height Remarks

194 64.390 30.00 100.00195 64.660 12.00196 64.840 12.00197 65.160 16.00198 65.360 10.00199 65.450 12.00200 65.600 18.00201 66.090 10.00 15.00202 67.540 5.00203 67.690 10.00204 67.900 10.00205 68.090 8.00206 68.630 15.00207 68.970 4.00208 69.300 31.00209 69.900 36.00210 70.110 16.50211 70.160 7.00212 70.250 35.00 30.00213 71.460 20.00214 71.600 120.00215 72.900 37.00216 73.500 19.50217 73.730 10.00218 73.900 9.20219 74.030 23.00220 74.450 22.00221 74.550 27.00 51.00222 75.600 9.00223 75.630 11.70224 76.200 43.00225 76.250 6.30 24.00226 76.400 6.30227 76.600 10.00228 76.750 9.00229 76.880 18.00230 77.400 25.00231 77.750 5.00232 78.060 21.00233 78.900 5.00234 79.100 90.00 34.00235 79.270 34.00236 79.400237 79.600 62.97238 79.750239 79.850 12.00240 80.025 12.00241 80.200 26.00242 80.750 15.00

84.


B/Wall in metres

Height Remarks

243 80.900 19.00244 81.070 10.00 45.00245 81.270 10.00246 81.500 12.00247 81.870 30.00248 82.000 12.00249 82.200 12.00250 83.100 10.00251 84.100 10.00252 84.200 10.00 12.00253 84.330 8.00254 84.500 5.00255 84.600 26.00256 84.750257 84.900 15.00258 84.950 4.00259 85.300 31.00260 85.800 36.00261 86.000 16.50262 86.025 7.00 90.00263 86.200 35.00264 86.330265 86.400 18.20266 86.500 8.20267 86.700 19.00268 87.150 5.90269 87.200 17.00270 87.360 10.00271 87.500 20.00272 88.000 9.00273 88.200 6.00 30.00274 88.300 7.70275 89.850 10.70276 89.900 6.60277 90.600 43.00 35.00278 90.950 6.30279 91.800 21.00280 91.900 7.50281 91.950 5.00282 92.100 25.00 51.00283 92.200 5.00284 93.900 12.00285 93.980 12.00286 94.120 26.00 40.00287 94.200 15.00288 95.050 12.00289 95.166 16.00290 96.600 15.00 20.00291 96.700 5.00

85.


B/Wall in metres

Height Remarks

292 96.900 10.00293 97.000 10.00 50.00294 97.200 8.00295 97.250 5.00296 98.350 10.50297 99.900 10.00 80.00298 100.000 20.00299 100.300 32.20 30.00300 101.100 5.00301 101.660 7.40 10.00302 101.850 52.00303 102.700 11.70304 102.900 43.00305 103.000 6.30 15.00306 104.100 25.00307 104.160 20.00308 105.200 34.00309 105.460 60.50 24.00310 107.050 30.00311 108.000 10.00312 108.970 61.00313 109.100 30.68314 109.250 15.00315 110.050 10.50316 110.550317 110.630 8.20318 110.700 19.00319 111.600 35.00 75.00320 111.900 5.00

5417.87 2309.68

Parapet : L=1.23m, B=(0.36+0.45), H =0.60m.

86.

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

111.00-112.10 5 Nos 1Nos 4000.00 Sqm 3500.00 Sqm

85.

DRAWINGS

government of arunachal pradesh office …arunachalpwd.org/pdf/daporijo_bame.pdfupper siang, upper...

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