Feasibility Report (Draft), Volume I Main Report Chapter 00- Executive Summary Preparation of Feasibility Report For Two Laning of State Tonk-- Road Highways Package No. 14/SH/PPP/2014-15 Highway -IV

1. EXECUTIVE SUMMARY

0.1 BACKGROUND

Public Works Department Government of , engaged in the up-gradation & widening of State Highways/ MDR’s & Mining roads across the state, intends to come across the services of technically expert consultancy firms to prepare detailed feasibility report, detailed financial analysis & detailed traffic survey for two laning of roads including project design, planning and project preparation, surveys, devise suitable financing model and contract award structure for making the project viable under Private Sector Participation, bid management and preparation of tender documents, to perform detail engineering for the project including detailed cost estimates and land acquisition plans etc. Public Works Department, Government of Rajasthan intends to develop the roads. So, the above department invites offers from reputed firms to provided services for the above assignments for preparation of Detailed Feasibility Report including detailed financial analysis and detailed traffic survey of the following roads –

PACKAGE No. - 14 Length Sr. (as per Road No. Name of Road District No. TOR) km 1 Highway-I – Road (SH-29) Tonk/ 25 Bundi/ 2 Highway-II – Bijoliya Road (SH-29) 115 Bhilwara Sawai Madhopur to Palighat up to State Sawai 3 Highway-III 34 Border Road (SH-34) Madhopur Tonk - Nainwa - Keshoraipatan Road 4 Highway-IV Tonk/Bundi 113 (SH-34) 5 Mines Roads of Mandalgarh 51 a.) Berisal to Sukhpura Road (Mining Road) Karangarh to Amadala Road b.) (Mining Road) Highway-V Khakharmala to Aasuna Road Bhilwara c.) (Mining Road) Marewada to Bhanas Via Pandroo Road d.) (Mining Road) e.) Tilaswan to Salwatiya Road (Mining Road) NH-12 - Laxmipura - Dora - Dabi - Ranaji 6 Highway-VI Bundi 50 Ka Guda Road Bundi - Silor - Gararda - Bhopatpura Road 7 Highway-VII Bundi 48 (SH-29) Sawai 8 Highway-VII Malarna Dungar to Chak Biloli Road 15 Madhopur Total 451 Additional Sawai Madhopur Bypass Sawai 9 15 Bypass (Kota Road to Lalsot Road) Madhopur

In order to access the financial and technical feasibility, M/s L.N. Malviya Infra Project Pvt. Ltd. has been entrusted by Public Works Department, Government of Rajasthan for the task of carrying out the Detailed Feasibility Report for above said project sections.

L. N. Malviya Infra Projects Pvt. Ltd. 1 Feasibility Report (Draft), Volume I Main Report Chapter 00- Executive Summary Preparation of Feasibility Report For Two Laning of State Tonk-Nainwa-Keshoraipatan Road Highways Package No. 14/SH/PPP/2014-15 Highway -IV

0.2 CONSULTANCY SERVICES

The consultancy services are to be provided in stages as brought out below:

KD Inception Report 1 KD Supplementary Inception Report 2 KD Report on Alignment (including proposed geometric improvements) and 3 first traffic survey KD Report on Land Plan Schedules and Utility Relocation 4 KD Report on Indicative GAD of structures (bridges, grade separators, 5 ROB/RUBs) KD Report on Environment and Social Impact Assessment 6 KD Draft Feasibility Report and Schedules to the Concession Agreement 7 KD Final Feasibility Report 8 The Feasibility Report for each of the Highways comprising the Project shall include the following:

 Sets of Drawings  Investigation Reports  Preliminary designs  Preliminary costing  Implementation schedule

1.2.1 Objectives

The objective of this consultancy is to undertake feasibility studies and prepare separate Feasibility Reports for all Highways comprising the Project for the purpose of firming up the Authority's requirements in respect of development and construction of the Project and Project Facilities and enabling the prospective bidders to assess the Authority's requirements in a clear and predictable manner with a view to ensuring:  enhanced safety and level of service for the road users;  superior operation and maintenance enabling enhanced operational efficiency of the Project;  minimal adverse impact on the local population and road users due to road construction;  minimal adverse impact on environment;  minimal additional acquisition of land; and  phased development of the Project for improving its financial viability consistent with the need to minimize frequent inconvenience to traffic that may be caused if additional works are undertaken within a period of seven years from the commencement of construction of the Project.

1.2.2 Scope of Services

The scope of services for each of the Highways of the Project shall comprise:  Traffic surveys and demand assessment  Engineering surveys and investigations

L. N. Malviya Infra Projects Pvt. Ltd. 2 Feasibility Report (Draft), Volume I Main Report Chapter 00- Executive Summary Preparation of Feasibility Report For Two Laning of State Tonk-Nainwa-Keshoraipatan Road Highways Package No. 14/SH/PPP/2014-15 Highway -IV

 Location and layout of toll plazas  Location and layout of truck lay byes  Location and layout of bus bays and bus shelters  Wayside amenities  Safety  Social impact assessment  Environment impact assessment  Preliminary Designs of road, bridges, structures, etc.  Preparation of Land Plan Schedules and Utility Relocation Plans  Preparation of indicative BOQ and rough Cost Estimates  Preparation of Schedules A, B, C, D and H of the Concession Agreement.

0.3 PROJECT ALIGNMENT DESCRIPTION

The Project Road Tonk-Nainwa-Keshoraipatan starts from cross(X)-Junction with NH-12 (-Deoli Section) near Tonk & terminates at Cross-Junction junction with SH-33 (Kota-Lalsot Mega Highway) in Keshoraipatan.

In Nainwa, project road is overlapping with NH-116 from Ch 44+200, which is retained. After Nainwa, road separates from NH-116 to the left. Length of overlap is 3.470 km

At Ch 83+800, there is junction with SH-29. From this junction, road has overlap of 2.860 km with Sh-29 which is retained. Road Separates from SH-29 in Khatkad.

The Project Road as described in the terms of References is 113 Km. Actual design length is 119.005 Km.

There are a number of junctions very important. Cross(X)-Junction at km 0+000 with NH-12 (Jaipur-Deoli Section) near Tonk, T-Junction at km 44+200 with NH-116, Y-junction with NH-116 after Nainwa, T- junction with SH-29 at Ch 83+800, T-Junction with SH-29 in Khatkad, Cross-Junction at km 109+005 with SH-33 (Kota-Lalsot Mega Highway) in Keshoraipatan.

The index map depicting the project road is presented in Fig. 0.1-

Figure 0.1 Index Map showing Project Road

The consultancy services for the same is to include design of best possible alignment and pavement composition, design of bridges, culverts and other structures in addition to analysis of costs, determining project feasibility, preparation of Land Acquisition Plan, if any, and obtaining of all requisite clearances.

F i g u r e 0 .2 : - P r o j e c t A li g n m e n t o f Tonk-Nainwa-Keshoraipatan Road

0.4 CHAINAGE REFERENCES (EXISTING V/s DESIGN)

Table 0.1:- Chainage References (Tonk-Nainwa-Keshoraipatan Road )

Existing Chainage Sr. Design Chainage (km) (km) Remarks No From To From To

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1 0+000 1+600 0+000 1+600 2 1+600 2+000 1+600 2+000 Kacholiya 3 2+000 2+600 2+000 2+600 Kacholiya 4 2+600 3+000 2+600 3+000 5 3+000 3+800 3+000 3+800 6 3+800 4+900 3+800 4+900 Sonwa 7 4+900 5+300 4+900 5+300 Sonwa 8 5+300 9+300 5+300 9+300 9 9+300 10+200 9+300 10+200 Arniya Mal 10 10+200 14+500 10+200 14+500 11 14+500 15+400 14+500 15+400 Om Binjari 12 15+400 20+000 15+400 20+000 13 20+000 27+200 20+000 27+200 14 27+200 27+800 27+200 27+800 Nagar Fort 15 27+800 29+200 27+800 29+200 Nagar Fort 16 29+200 30+000 29+200 30+000 Nagar Fort 17 30+000 31+000 30+000 31+000 18 31+000 38+000 31+000 38+000 19 38+000 38+900 38+000 38+900 20 38+900 39+400 38+900 39+400 Suwania 21 39+400 43+000 39+400 43+000 22 43+000 43+500 43+000 43+500 23 43+500 44+000 43+500 44+000 Nainwa 24 44+000 44+200 44+000 44+200 Nainwa 25 3.470 km long overlap with NH-116, Retained 26 44+200 48+300 44+200 48+300 27 48+300 48+400 48+300 48+400 Fulata 28 48+400 48+650 48+400 48+650 Fulata 29 48+650 55+900 48+650 55+900 30 55+900 56+700 55+900 56+700 Dai 31 56+700 56+950 56+700 56+950 Dai 32 56+950 57+400 56+950 57+400 Dai 33 57+400 58+000 57+400 58+000 Dai 34 58+000 64+000 58+000 64+000 35 64+000 64+900 64+000 64+900 Jaitpur 36 64+900 67+000 64+900 67+000 37 67+000 67+600 67+000 67+600 Pipliya 38 67+600 68+000 67+600 68+000 Pipliya 39 68+000 73+100 68+000 73+100 40 73+100 73+500 73+100 73+500 Motipur 41 73+500 75+300 73+500 75+300 42 75+300 75+550 75+300 75+550 Luharpur 43 75+550 75+750 75+550 75+750 Luharpur 44 75+750 83+800 75+750 83+800 45 2.860 km long overlap with SH-29, Retained 46 83+800 84+000 83+800 84+000 47 84+000 84+300 84+000 84+300 Rampuria 48 84+300 85+560 84+300 85+560 49 85+560 87+700 85+560 87+700 Ajeta

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50 87+700 93+400 87+700 93+400 51 93+400 94+000 93+400 94+000 Jakhana 52 94+000 104+600 94+000 104+600 53 104+600 106+000 104+600 106+000 Mayja 54 106+000 108+400 106+000 108+400 55 108+400 109+005 108+400 109+005 Keshoraipatan

0.5 RIGHT OF WAY [ROW] The Details of existing right of way is not available with concerned department, however, it is also not marked on revenue maps collected from concerned department.

The revenue maps have been collected of this package except forest locations.

Proposed ROW for widening of existing road is taken 20-25 m in open areas and 15m in built-up areas as per provision in IRC 73-1980, Table 3.

0.6 ABUTTING LAND USE PATTERN

The existing alignment is a link between Kacholiya, Sonwa, Arniya Mal, Om Binjari, Nagar Fort, Suwaniya, Nainwa, Fulata, Dai, Jaitpur, Pipliya, Motipur, Luharpur, Rampuriya, Ajeta, Jakhana, Mayja, Keshoraipatan. The pattern on both side of road is agricultural and built-up. The details of land use pattern along the project road are-

Built-up - 17% Agriculture - 76% Open Area - 7% Forest - 0%

The Details of Land use Pattern for Project road is as under-

Table 0.2:- Existing Land Use Pattern (Tonk-Nainwa-Keshoraipatan Road)

Existing Chainage Side Villages/ Town S. No. Length From To Left Right 1 0+000 1+600 1+600 Ag Ag

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2 1+600 2+000 0+400 Built up Built up Kacholiya 3 2+000 2+600 0+600 Built up Built up Kacholiya 4 2+600 3+000 0+400 Ag Ag 5 3+000 3+800 0+800 Ag Ag 6 3+800 4+900 1+100 Built up Built up Sonwa 7 4+900 5+300 0+400 Built up Built up Sonwa 8 5+300 9+300 4+000 Ag Ag 9 9+300 10+200 0+900 Built up Built up Arniya Mal 10 10+200 14+500 4+300 Ag Ag 11 14+500 15+400 0+900 Built up Built up Om Binjari 12 15+400 20+000 4+600 Ag Ag 13 20+000 27+200 7+200 Ag Ag 14 27+200 27+800 0+600 Built up Built up Nagar Fort 15 27+800 29+200 1+400 Built up Built up Nagar Fort 16 29+200 30+000 0+800 Built up Built up Nagar Fort 17 30+000 31+000 1+000 Ag Ag 18 31+000 38+000 7+000 Ag Ag 19 38+000 38+900 0+900 Ag Ag 20 38+900 39+400 0+500 Built up Built up Suwania 21 39+400 43+000 3+600 Ag Ag 22 43+000 43+500 0+500 Ag Ag 23 43+500 44+000 0+500 Built up Built up Nainwa 24 44+000 44+200 0+200 Built up Built up Nainwa 25 3.470 km long overlap with NH-116, Retained 26 44+200 48+300 4+100 Ag Ag 27 48+300 48+400 0+100 Built up Built up Fulata 28 48+400 48+650 0+250 Built up Built up Fulata 29 48+650 55+900 7+250 Ag Ag 30 55+900 56+700 0+800 Built up Built up Dai 31 56+700 56+950 0+250 Built up Built up Dai 32 56+950 57+400 0+450 Built up Built up Dai 33 57+400 58+000 0+600 Built up Built up Dai 34 58+000 64+000 6+000 Ag Ag 35 64+000 64+900 0+900 Built up Built up Jaitpur 36 64+900 67+000 2+100 Ag Ag 37 67+000 67+600 0+600 Built up Built up Pipliya 38 67+600 68+000 0+400 Built up Built up Pipliya 39 68+000 73+100 5+100 Ag Ag 40 73+100 73+500 0+400 Built up Built up Motipur 41 73+500 75+300 1+800 Ag Ag 42 75+300 75+550 0+250 Built up Built up Luharpur 43 75+550 75+750 0+200 Built up Built up Luharpur 44 75+750 83+800 8+050 Barren Barren 45 2.860 km long overlap with SH-29, Retained 46 83+800 84+000 0+200 Ag Ag 47 84+000 84+300 0+300 Built up Built up Rampuria 48 84+300 85+560 1+260 Ag Ag 49 85+560 87+700 2+140 Built up Built up Ajeta 50 87+700 93+400 5+700 Ag Ag

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L/H Ag, L/H Ag, 51 93+400 94+000 0+600 Jakhana R/H Built up R/H Built up 52 94+000 104+600 10+600 Ag Ag 53 104+600 106+000 1+400 Built up Built up Mayja 54 106+000 108+400 2+400 Ag Ag 55 108+400 109+005 0+605 Built up Built up Keshoraipatan

0.7 TERRAIN

The terrain is plane/rolling along the project road. At some stretches, it is hilly.

0.8 IMPORTANT SETTLEMENTS

There are few settlements required on Project Road.

0.9 TRAFFIC

In this chapter, the report is concerned about Tonk-Nainwa-Keshoraipatan Road. Traffic Survey Locations and Schedules were, as given below:-

Table 0.3 – Different Traffic surveys and their dates of commencement

Date of Survey Location Duration From To Classified Traffic Volume Count 0+500 22.11.2014 28.11.2014 7 Days/24 Hours 41+000 22.11.2014 28.11.2014 7 Days/24 Hours 49+050 22.11.2014 28.11.2014 7 Days/24 Hours 93+200 22.11.2014 28.11.2014 7 Days/24 Hours Axle load Survey 49+050 27.11.2014 28.11.2014 24 Hours 118+650 27.11.2014 28.11.2014 24 Hours

The following ADT and PCU were observed on project road -

Table 0.4– ADT and PCU observed

Ch. 0+500 Ch. 41+000 Vehicle Category ADT PCU ADT PCU Two Wheeler 1786 893 1754 877 Three Wheeler 100 50 33 16 Car/Jeep 302 302 247 247 Mini Bus 2 3 1 2 Bus 24 73 30 90 Mini LCV 101 152 74 111 LCV 73 218 38 115 2 Axle 132 397 65 195 3 Axle 85 384 42 189 M Axle 37 165 28 125 Tractors 49 73 45 67 Tractor with Tralior 103 464 94 422 Cycle 83 42 56 28 Cycle Rickshaw 0 0 1 3

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Animal Drawn 0 0 0 3 Horse Drawn 0 0 0 1 Hand Cart 0 0 1 2 PCU Total 2877 3215 2509 2491

Ch. 49+050 Ch. 93+200 Vehicle Category ADT PCU ADT PCU Two Wheeler 2221 1110 1769 885 Three Wheeler 36 18 75 38 Car/Jeep 346 346 359 359 Mini Bus 16 23 5 7 Bus 81 243 29 88 Mini LCV 107 160 85 128 LCV 48 144 25 75 2 Axle 68 203 35 105 3 Axle 73 329 15 68 M Axle 29 129 14 64 Tractors 49 73 96 144 Tractor with Tralior 178 800 150 673 Cycle 75 38 88 44 Cycle Rickshaw 3 5 0 1 Animal Drawn 0 3 4 27 Horse Drawn 2 12 1 4 Hand Cart 5 15 0 0 PCU Total 3336 3653 2751 2708

The traffic growth rate for the projected traffic is taken as 5%.

As per the projected traffic, the values of PCU are very less due to discontinuity of Project road and poor pavement, after development of road, the traffic intensity will increase because of diverted traffic from adjacent roads. So the project road is proposed to be upgraded.

0.10 PAVEMENT COMPOSITIONS

The existing crust of project alignment is WBM and BT layer (100-120mm thick). The crust has been dismantled in most of the stretches. The method of design followed is a modification of the CBR method incorporating mechanistic approach. The empirical pavement design presented in IRC-37-2012, "GUIDELINES FOR THE DESIGN OF FLEXIBLE PAVEMENTS" (Second Revision) has been extended to cater design traffic up to 200 MSA using analytical design method and has been followed for this project. The traffic used in design is in terms of the cumulative number of standard axles to be carried during the design life of the road. Use of the CBR method for pavement design, the sub grade strength of the new two lanes and widening

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were assessed in terms of the CBR value as per the procedure prescribed in the standards. Pavement design catalogues giving standard pavement compositions as given in IRC-37-2012 for various CBR values ranging from 2% to 10% six levels of design traffic 10,20,30,50,100 and ISO MSA are used with necessary extrapolations to obtain pavement thicknesses for 200 MSA. It was observed that the adequate quantity of sub grade for design CBR of 7% is available. Using 7% CBR for sub grade and from the curves as mentioned in IRC: 37- 2012 pavement thickness were computed for the relevant millions of standard axles and furnished in Table 0.5. Pavement thickness required for the above designed MSA and as per IRC guidelines is shown in following table-

Table – 0.5

Sr. Adopted MSA CBR Pavement Composition (mm) Section No. (%) 10 Year 15 Year BC DBM WMM GSB

Tonk-Nainwa- 1 10 15 7% 40 60 250 230 Keshoraipatan

0.11 PROPOSED BYPASSES/REALIGNMENT

There is not any proposal of bypass for this road.

0.12 ROAD JUNCTIONS/INTERSECTIONS

There are a number of junctions very important. Cross(X)-Junction at km 0+000 with NH-12 (Jaipur-Deoli Section) near Tonk, T-Junction at km 44+200 with NH-116, Y-Junction with NH-116 after Nainwa, T- junction with SH-29 at Ch 83+800, T-Junction with SH-29 in Khatkad, Cross-Junction junction at km 109+005 with SH-33 (Kota-Lalsot Mega Highway) in Keshoraipatan.

0.13 SUBMERGENCE

There is not any submerged major or minor bridge in the entire road.

0.14 CROSS DRAINAGE WORKS

B r i d g e s

There is a major bridge in the project road which has been retained.

There are 15 minor bridges in the project road. 1 is retained & 14 are proposed for reconstruction.

Culverts

There are Total 78 culverts in the project road. All are proposed for reconstruction.

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Table – 0.6 Details of culverts and bridges

Details of Existing Structure/Culvert Details of Proposed Structure Widt Leng Widt Sr. Locatio Proposal Type of Span h of th of h of Widt No n (widening / Type of Span Remarks structur Arrangeme Culv culve para h . (Chaina Reconstruction/ structure arrangement e nt ert rt pet (m) ge) Retain) (m) (m) (m) 1 X 1200 10 1 0+050 HPC 1 X 1200 Reconstruction HPC mm m 11 2 1+010 Slab 1 X 4 Reconstruction Slab 1 X 6 m m 1 X 1200 12 3 2+570 Syphon 1 X 900 Reconstruction HPC mm m 12 4 4+300 HPC 4 X 600 Reconstruction Slab 1 X 6 m m 12 5 4+900 HPC 3 X 900 Reconstruction Slab 1 X 6 m m 10.0 1 X 1200 12 6 5+300 FCW 5.50 Reconstruction HPC 0 mm m 10.0 1 X 1200 12 7 5+535 FCW 5.50 Reconstruction HPC 0 mm m 12 8 6+340 VCW 7 X 900 Reconstruction Slab 2 X 6 m m 1 X 1200 12 Canal 9 8+580 HPC 1 X 600 Reconstruction HPC mm m crossing 1 X 1200 12 10 8+790 Syphon 1 X 900 Reconstruction HPC mm m 1 X 1200 12 11 9+410 Syphon 1 X 900 Reconstruction HPC mm m 2 X 1200 12 12 10+400 HPC 2 X 1000 Reconstruction HPC mm m 1 X 1200 12 13 12+060 Slab 1 X 3 Reconstruction HPC mm m 12 14 16+400 Slab 1 X 5 Reconstruction Slab 1 X 6 m m 2 X 1200 12 15 16+530 HPC 2 X 900 Reconstruction HPC mm m 2 X 1200 12 16 17+430 HPC 2 X 1000 Reconstruction HPC mm m 2 X 1200 12 17 17+590 Syphon 2 X 1000 Reconstruction HPC mm m 2 X 1200 12 18 20+880 HPC 2 X 1000 Reconstruction HPC mm m 12 Buried in 19 21+460 Culvert Reconstruction Slab 1 X 6 m m ground 2 X 1200 12 20 21+700 HPC 2 X 1000 Reconstruction HPC mm m 12 21 23+920 Slab 1 X 6 Reconstruction Slab 1 X 6 m m 1 X 1200 12 22 24+720 HPC 1 X 1000 Reconstruction HPC mm m 2 X 1200 12 23 26+780 HPC 2 X 1000 Reconstruction HPC mm m 24 27690 MNB 2x5 Reconstruction Slab 2 X 6 m 2 X 1200 12 25 29+680 VCW 3 X 1000 Reconstruction HPC mm m 2 X 1200 12 26 30+070 VCW 4 X 900 Reconstruction HPC mm m 1 X 1200 12 27 34+720 HPC 1 X 1000 Reconstruction HPC mm m 28 35+140 MNB 3x5 Reconstruction Slab 3 X 6 m 2 X 1200 12 29 35+765 HPC 2 X 1000 Reconstruction HPC mm m 30 35+880 MNB 3x6 Reconstruction Slab 3 X 6 m 12 31 36+090 Slab 1 X 5 Reconstruction Slab 1 X 6 m m 12 32 36+400 Slab 1 X 5 Reconstruction Slab 1 X 6 m m

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Details of Existing Structure/Culvert Details of Proposed Structure Widt Leng Widt Sr. Locatio Proposal Type of Span h of th of h of Widt No n (widening / Type of Span Remarks structur Arrangeme Culv culve para h . (Chaina Reconstruction/ structure arrangement e nt ert rt pet (m) ge) Retain) (m) (m) (m) 1 X 1200 12 33 42+025 HPC 1 X 1000 Reconstruction HPC mm m 1 X 1200 12 34 42+250 HPC 1 X 1000 Reconstruction HPC mm m 1 X 1200 12 35 42+820 HPC 1 X 900 Reconstruction HPC mm m 2 X 1200 12 36 44+200 HPC 2 X 900 Reconstruction HPC mm m 1 X 1200 12 37 44+830 HPC 1 X 900 Reconstruction HPC mm m 1 X 1200 12 38 45+050 HPC 1 X 900 Reconstruction HPC mm m 39 48+030 MNB 4x8 Reconstruction Slab 4 X 6 m 12 40 48+990 Slab 1X 4 Reconstruction Slab 1 X 6 m m 41 49+660 MNB 1x7,1x5 Reconstruction Slab 3 X 6 m 42 50+050 MNB 5x8 Reconstruction Slab 4 X 6 m 1 X 1200 12 43 50+760 HPC 1 X 1000 Reconstruction HPC mm m 1 X 1200 12 44 52+075 Arch 1 X 1.5 Reconstruction HPC mm m 45 59+520 MNB 3x8 Reconstruction Slab 4 X 6 m 2 X 1200 12 46 60+130 HPC 3 X 600 Reconstruction HPC mm m 47 61+530 MNB 7x6 Retained 1 X 1200 12 48 65+030 Arch 1 X 1.5 Reconstruction HPC mm m 12 49 65+260 Slab 1 X 4 Reconstruction Slab 1 X 6 m m 12 50 66+390 Arch 2 X 2 Reconstruction Slab 1 X 6 m m 2 X 1200 12 Stone 51 68+140 Slab 1 X 2 Reconstruction HPC mm m Masonry 1 X 1200 12 52 68+360 HPC 1 X 1200 Reconstruction HPC mm m 1 X 1200 12 53 68+555 HPC 1 X 1000 Reconstruction HPC mm m 1 X 1200 12 54 68+880 HPC 1 X 1000 Reconstruction HPC mm m 1 X 1200 Stone 55 69+990 Slab 1 X 1 Reconstruction HPC mm Masonry 2 X 1200 56 70+140 Arch 1 X 3 Reconstruction HPC mm 1 X 1200 57 71+210 Syphon 2 X 600 Reconstruction HPC mm 58 73+100 MNB 1x8 Reconstruction Slab 2 X 6 m 59 75+240 Arch 2 X 2 Reconstruction Slab 1 X 6 m 2 X 1200 60 75+520 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 61 75+880 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 62 76+160 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 63 76+540 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 64 76+880 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 65 77+000 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 66 77+100 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 67 77+860 Arch 1 X 2 Reconstruction HPC mm 68 78+250 Arch 1 X 2 Reconstruction HPC 2 X 1200

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Details of Existing Structure/Culvert Details of Proposed Structure Widt Leng Widt Sr. Locatio Proposal Type of Span h of th of h of Widt No n (widening / Type of Span Remarks structur Arrangeme Culv culve para h . (Chaina Reconstruction/ structure arrangement e nt ert rt pet (m) ge) Retain) (m) (m) (m) mm 2 X 1200 69 79+000 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 70 79+230 Arch 1 X 2 Reconstruction HPC mm 2 X 1200 71 79+750 Arch 1 X 2 Reconstruction HPC mm 1 X 1200 72 84+400 HPC 1 X 400 Reconstruction HPC mm 2 X 1200 73 85+450 Slab 1 X 2 Reconstruction HPC mm 1 X 1200 74 85+900 HPC 1 X 900 Reconstruction HPC mm 75 87+480 MNB 2x6 Reconstruction Slab 2 X 6 m 76 87+515 MNB 2x8 Reconstruction Slab 3 X 6 m Major 150. 77 87+775 5x30 Retained Bridge 00 2 X 1200 78 90+890 Slab 1 X 2 Reconstruction HPC mm 1 X 1200 79 91+200 HPC 1 X 900 Reconstruction HPC mm 80 92+800 MNB 3x8 Reconstruction Slab 4 X 6 m Box 2 X 1200 81 94+700 1 X 1 Reconstruction HPC culvert mm 1 X 1200 82 95+100 HPC 1 X 900 Reconstruction HPC mm 83 95+800 MNB 1x8 Reconstruction Slab 2 X 6 m 2 X 1200 84 96+500 HPC 3 X 900 Reconstruction HPC mm 1 X 1200 Canal 85 98+440 HPC 1 X 900 Reconstruction HPC mm Crossing 105+21 86 MNB 2x6 Reconstruction Slab 2 X 6 m 5 105+40 87 MNB 1x10 Reconstruction Slab 2 X 6 m 0 105+45 1 X 1200 88 HPC 1 X 900 Reconstruction HPC 5 mm 105+78 1 X 1200 89 HPC 1 X 900 Reconstruction HPC 0 mm 105+89 90 HPC 6 X 1000 Reconstruction Slab 2 X 6 m 0 107+74 1 X 1200 91 HPC 1 X 1000 Reconstruction HPC 5 mm 108+25 1 X 1200 Canal 92 HPC 1 X 1000 Reconstruction HPC 0 mm Crossing 108+64 93 Slab 2 X 2.5 Reconstruction Slab 2 X 6 m 0 108+73 94 Slab 1 X 4 Reconstruction Slab 1 X 6 m 5

0.15 RAILWAY TRACKS / CROSSINGS

There is a rail road level crossing exists at Ch 108+910 on the project corridor.

0.16 TOLL PLAZA

There is proposal of 2 toll plazas on the Project road.

0.17 INVESTIGATIONS AND SURVEYS

In order to design various components of project road; following investigations and surveys have been carried out:-

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 Traffic surveys  7 days traffic Survey  Axle load Survey  O-D Survey  Topographic surveys including GPS  Material Surveys & Investigations  Borrow area Identification  Road Inventory Survey  Pavement Condition Survey  Culvert and Bridge Inventory Survey

0.18 DESIGN PARAMETERS

Following design standards have been adopted as per Indian Roads Congress (IRC) Guidelines, contained in IRC: 73, IRC: 86, IRC: 38 and IRC: SP: 23 and is given in Table below:

Table- 0.7 Design Parameters

Sl. Item Plain/Rolling Terrain No. 1 Design speed (kmph) 65 Kmph - 80 Kmph. 2 Land width (m) Open / Built-up area In Open areas – 20 m & in Built-up areas 10- 15 m. 3 Width of carriageway (m) 7.00 m 4 Paved shoulders - 5 Unpaved shoulders 2 x 2.50 m 6 Camber/cross fall (i) Carriageway & paved shoulders 2.5% (ii) Earthen shoulders 3.0% 7 Maximum super elevation 7% 8 Minimum Radii of horizontal curves (m) 230m ruling /155m min. 9 Minimum length of curves (m) 150 m for every deflection angle of 50 11 Drains As per Design 12 Sight Distance As per IRC 73 & IRC 86 13 Gradient (i) Ruling Gradient 3.33% (ii) Limiting Gradient 5% (iii Exceptional Gradient 6.7% ) 14. Vertical Clearance for power/ telecommunication lines Low Voltage up to 110 V 5.5m Power Line up to 650V 6.0m Electric Power line more than 650 V 6.5m

0.19 TYPICAL CROSS SECTION AND WIDENING SCHEME

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0.20 RESETTLEMENT AND REHABILITATION (R & R) POLICY The Ministry of Rural Development (Department of Land resources) has prepared the National Policy on Resettlement and Rehabilitation for the people who will be affected by the project. The policy describes the principle and approach to minimize and mitigate the negative social and economic impacts caused by the project. The R & R policy broadly addresses all issues such as compensation, assistance, replacement value, vulnerable group, etc. The policy ensures that people affected by project must be able to restore their livelihood to the pre project level. The Project alignment is proposed in such a way with minimum Resettlement and Rehabilitation.

0.21 COST ESTIMATE

The total project cost is calculated based on the quantity of individual item multiplied by the rate for this item and summing up the cost of all the items.

The Project road has been considered as one homogenous section and the bill wise total project cost is tabulated in Table below for all the packages of the project.

Table 0.8 – Abstract of Cost Estimate

Bil ORIGINAL CONTRACT l Description Amount in Figure Amount in Words No. (INR) (INR) A Civil Works 1 Carriage of Materials - 72,62,521.3 2 Site Clearance 7 38,24,48,005.5 3 Earthwork, Erosion Control and Drainage 0 34,63,04,669.9 4 Sub-bases, Bases ( non- bituminous) and Shoulders 6 43,81,92,581.7 5 Bases and Surface Courses (Bituminous) 9 23,98,67,242.5 6 Cement Concrete Pavements 8 7 Geo-synthetics and Reinforced Earth - 7,42,50,195.4 8 Traffic Signs, Markings & Other Road Appurtenances 5 91,02,480.0 9 Pipe Culverts 0 10 Maintenance of Roads - 11 Horticulture - 2,51,28,405.5 12 Foundations 9 5,19,65,136.7 13 Sub-structure 0 6,66,54,361.3 14 Super-structure 6 20,96,943.0 15 River Training and Protection Works 2 16 Repair and Rehabilitation - 10,00,00,000.0 17 Toll plaza - 1 nos. 0 A Total Cost of Civil Works 1,74,32,72,543.32 B Provision for Physical contingencies @ 15% of A 26,14,90,881.50 C Provision for Escalation at 6.15% on A 10,72,11,261.41 D Provision for Financing Cost @ 25% of A 43,58,18,135.83

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E Grand Total (A+B+C+D) 2,54,77,92,822.07 Cost per km 2,33,73,173.91

SALIENT FEATURES

Description Existing Proposed Terrain : Plain/Rolling Length : Existing Length = 109.005 km Proposed Length = 109.005 km The existing Alignment is almost Poor except The existing alignment with Alignment : at few locations. geometric improvements. Design Speed : Avg. 30-40Kmph. 65 Kmph to 80Kmph. Cross-Section : C/W Width- Varying b/w 3.0-7.0m Flexible Pavement 2-Lane with Hard shoulder in Shoulder- 1m to 2 m Open / Rural Area Hence formation width varies from 5m to 2.50m Hard Shoulder + 7.00 m 11m C/W + 2.50m Hard Shoulder = 12.0m

Rigid (CC) Pavement -2 Lane in Built-Up Area- C/W = 7.00m CBR Considered : 5% 5% Traffic (June 2014) : At Km 0+500 At Km 41+000 On basis of projected traffic,* From PCU – PCU – Km 00.000 to Km 109.005 : 2-Lane 3215(In 2014) 2491(In 2014) with hard shoulder is considered 7369(In 2031) 5709(In 2031) ADT-2877 ADT-2509 CVPD-351 CVPD-203 MSA- MSA- 8.32(10yr) / 4.50(10yr) / 13.52(15yr) 7.31(15yr) At Km 49+050 At Km 93+200 PCU – PCU – 3653(In 2014) 2708(In 2014) 8373(In 2031) 6207(In 2031) ADT-3356 ADT-2751 CVPD-299 CVPD-119 MSA- MSA- 5.93(10yr) / 2.10(10yr) / 9.64(15yr) 13.41(15yr) Pavement Design : Nil 10 / 15 Years Life Design MSA : 8.32/13.52 * MSA = 10 Pavement Crust : Thickness. Avg. 100mm to 120mm Flexible- Rigid- Thickness for BC - 40 PQC - 300 widening & new DBM - 60 DLC - 150 construction WMM - 250 GSB - 150 GSB - 230

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Bridges : Major Bridge – 1 Major Bridge – 1 retained Minor Bridge - 15 Minor Bridge – 1 retained, 14 reconstruction Culverts : Total Culvert = 78 Nos. All are proposed for HPC = 36 Nos. reconstruction. Slab Culvert =14 Nos. Box Culvert = 1 Nos. VCW = 3 Nos. FCW = 2 Nos. Syphon = 5 Nos Arch = 17 Nos. Description Existing Proposed

Bus - Bay : Nil 36 Truck Lay Bye : Nil 4 Design has been done on the basis ROW : 25-30m of existing ROW.

Additional land will be required at Land to be acquired : - few stretches.

Forest Proposal : Nil Nil

Major Intersection : 6 6

Minor Intersection : 25 25 Flyover : Nil Nil Grade Separator : Nil Nil

Underpasses(VUP : Nil Nil Cattle/Pedestrians)

ROBS : Nil Nil RUBS : Nil Nil Service Road : Ni, Nil Slip Road Nil Nil : Protection & Others : Nil Nil Work Total Civil Cost : Rs. 254.78 Cr (Rs 2.34 Cr/Km) (Rs.)

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