DEVELOPMENT AND OPERATION OF BEAWAR -RAS- LAMBIYA - MERTA (SH-39) LAMBIYA-JAITARAN (MDR-24) & MANGLIAWAS -RAS RO

1. RAJASTHAN STATE ROAD DEVELOPMENT & CONSTRUCTION CORPORATION LTD. JAIPUR DEVELOPMENT AND OPERATION OF BEAWAR-RAS-LAMBIYA-MERTA (SH-39) LAMBIYA-JAITARAN (MDR-24) & MANGLIAWAS-RAS ROAD (VR) 29.06.2010 DEVELOPMENT ON BOT MODEL

2. Structure of Presentation • Project Location and Regional Accessibility • Necessity and Benefits • Project Features • Works Completed So Far • Project Packaging, Improvement Proposal and Cost Estimates • Financial Analysis • Way Forward

3. Project Location and Regional Accessibility

4. MDR-58 NH-89 SH-21 PROJECT ROAD FROM BEAWAR TO MERTA (75 km) PROJECT ROAD FROM LAMBIYA TO JAITARAN (25 km) PROJECT ROAD FROM RAAS TO MANGALIYAWAS (38 km) TO JAITHANA EXISTING RAILWAY LINE NH-112 NH-8 PROPOSED ALTERNATE ALIGNMENT(9 km) NH-14

5. Necessity and Benefits • Increased accessibility to Lime Stone mines of the area • Improved links for transportation of materials to & from Cement plants i.e. Gujarat Ambuja (at Rabadiyawas), Shri Cement (at BangurRas) etc. existing in the region and provide better opportunity for their expansion. • Reduced travel time from two cement factories to Merta railway loading yard. • Shall provide a link from NH 89 to NH 8, NH14 & NH 112. • Road, if improved shall form life-line of Rajsamand Parliamentary Constituency which is spread from Rajsamand to NagaurDistt. • Reduced travel length from Udaipur to Bikaner (approx. 45 km) • Act as catalyst for business activities and economic conditions of the area. • This Road Link will be vital & critical in the context of the Delhi Mumbai Industrial Corridor (DMIC )

6. PROJECT FEATURES • The approximate length of the Project Road – 138 kms. • The project road passes through three districts of the state i.e. Ajmer, Pali and Nagaur • The Project road passes through 20 villages/towns/ habitations • The project corridor comprises of parts of one State Highway i.e. SH-39, MDR 24 and village road • The land use is predominantly agriculture accept industrial at few locations • The plain terrain exists all along the corridor except steep vertical gradient in Mangliawas- Ras Section

7. DETAILS OF HABITATIONS

8. ROAD CHARACTERISTICS • The RoW varies from 10 m to 25 m • The Existing carriage way width varies from 3.5 m to 7.0 m • 7.0 m – 113 km 3.5 m Width – 25 km • Bridges, Causeways and CD Works Details • Major Bridges 1 Flush Causeway over River Luni • Minor Bridges 11 Nos. • Level Crossings 2 Nos • Major Intersections 7 Nos • Existing Bypass Nil

9. Formulation of the Packages

10. Merta PACKAGE –A (MERTA TO BABRA) 4-laning (57 km) PACKAGE –D (LAMBIYA TO JAITARAN) 2-laning (25 km) PACKAGE –B (RAS TO MANGLIAWAS) 4-laning (38 km) Lambiya Ras Mangliawas Babra TO JAITHANA Jaitaran PACKAGE –C (BABRA TO BEAWAR) 2-laning with paved shoulder (19 km) NH-112 NH-8 Beawar NH-14

11. WORK COMPLETED SO FAR • QAP and Inception Report have submitted • All field work and surveys completed • Alignment designs and cost estimates for Packages A completed. Other packages under progress • Financial Feasibility has already been examined for priority package (Package-A, 57 km)

12. Detail of Package A along with cost estimate(MERTA TO BABRA)

13. Merta PCUs -7124 Vehicle-2766 CVD-1588 Lambiya Ras PCUs -5166 Vehicle-2598 CVD-1155 Babra TO JAITHANA NH-112 NH-8 NH-14

14. summary of Improvement Proposals (MERTA TO BABRA) • The proposed cross sections are as follows: • Carriageway : 2x7.0m • Median: 1.5m • Hard shoulder: 2x1.5 • Earthen shoulder: 2x1.0 • The total formation width is proposed 20.5m • Centric widening is proposed. • The Stage construction has been adopted in the new construction • The suitable overlay thickness for Strengthening of Existing Pavement. • All culverts (3 RCC + 32 Hume pipe) are proposed to be widened upto formation width i.e. 20.5m. • 2 minor bridges are proposed to be widened upto formation width i.e. 20.5m. • 2-lane new bridge across Luni river has been proposed. • Creation of 2 bypass at Jasnagar and Babra villages • Track lay byes, bus bays, refusal lane near Toll plaza and way side amenities. • Road side appurtenances.

15. Proposal for Bypass for Babra Village TO RAAS EXISTING PROJECT ROAD AT BABRA VILLAGE (2 km) EXISTING ONE WAY MOVEMENT ALIGNMENT BABRA VILLAGE PROPOSED BYPASS FOR BABRA VILLAGE (2.5 km) TOBEAWAR TOBEAWAR

16. PROPOSED BYPASSES Beawar – Ras – RoadTake off point of Babra Bye-pass Beawar – Ras – RoadTake off point of Babra Bye-pass Beawar – Ras – RoadEnd of Babra bye-pass 17/860

17. Proposal for Bypass for Jasnagar Village TOMERTA EXISTING PROJECT ROAD AT JASNAGAR VILLAGE (1.5 km) PROPOSED BYPASS FOR JASNAGAR VILLAGE (1.5 km) JASNAGAR VILLAGE TOLAMBIYA

18. COST ESTIMATE FOR PACKAGE A

19. COST ESTIMATE FOR PACKAGE A

20. Detail of Package B along with cost estimate(RAS TO MANGLIAWAS)

21. PACKAGE –B (RAS TO MANGLIAWAS) 4-laning (38 km) PCUs -3732 Vehicle-1152 CVD- 861 Ras Mangliawas TO JAITHANA NH-112 NH-8 NH-14

22. summary of Improvement Proposals (RAS TO MANGLIAWAS) • The proposed cross sections are as follows: • Carriageway : 2x7.0m • Median: 1.5m • Hard shoulder: 2x1.5 • Earthen shoulder: 2x1.0 • The total formation width is proposed 20.5m • Eccentric widening is proposed. • The Stage construction has been adopted in the new construction • The suitable overlay thickness for Strengthening of Existing Pavement. • All culverts (4 minor bridge, 7 RCC culvert, 20 Hume pipe) are proposed to be widened upto formation width i.e. 20.5m. • Creation of 4 bypass at Paliawas, Karnos, Nagelaav, Jaithana • Curve improvement • Track lay byes, bus bays, refusal lane near Toll plaza and way side amenities. • Road side appurtenances.

23. Proposal for Bypass for Paliyawas Village EXISTING PROJECT ROAD AT PALIYAWAS VILLAGE (1.5 km) TORAAS PALIYAWAS PROPOSED BYPASS FOR PALIYAWAS VILLAGE (1.5 km) TO MANGALIYAWAS

24. Proposal Alignment for Kaarnos Village TO RAAS KAARNOS PROPOSED ALIGNMENT FOR KAARNOS EXISTING PROJECT ROAD AT KAARNOS VILLAGE TO MANGALIYAWAS

25. Proposal for Bypass for Naagelaav Village EXISTING PROJECT ROAD AT PALIYAWAS VILLAGE (2.5 km) TO MANGALIYAWAS NAAGELAAV TO RAAS PROPOSED BYPASS FOR NAAGELAAV (1.8 km)

26. Proposal for Bypass for Jaithana Village PROPOSED BYPASS FOR JAITHANA (1.5 km) TO RAAS J A I T H A N A EXISTING PROJECT ROAD AT JAITHANA (1.5 km) TO MANGALIYAWAS

27. COST ESTIMATE FOR PACKAGE B

28. Detail of Package C & D along with cost estimate(BABRA TO BEAWAR) &(Lambiya to Jaitaran)

29. PACKAGE –D (LAMBIYA TO JAITARAN) 2-laning (25 km) Lambiya PCUs -5745 Vehicle-2918 CVD-1287 PCUs -2291 Vehicle-1776 CVD-352 Babra TO JAITHANA Jaitaran PACKAGE –C (BABRA TO BEAWAR) 2-laning with paved shoulder (19 km) NH-112 NH-8 Beawar NH-14

30. summary of Improvement Proposals (Babra to Beawer)- package C • The proposed cross sections are as follows: • Carriageway : 7.0m • Paved shoulder: 2x1.5 • Earthen shoulder: 2x1.0 • The total formation width is proposed 12.0m • Centric widening is proposed. • The Stage construction has been adopted in the new construction • The suitable overlay thickness for Strengthening of Existing Pavement. • All culverts are proposed to be widen upto formation width i.e. 12.0m. • Development of the Beawar bypass • Curve improvement • Track lay-byes, bus bays, refusal lane near Toll plaza and way side amenities. • Road side appurtenances.

31. summary of Improvement Proposals (Lambiya to Jaitaran)- package D • The proposed cross sections are as follows: • Carriageway : 7.0m • Hard shoulder: 2x1.5 • Earthen shoulder: 2x1.0 • The total formation width is proposed 12.0m • Centric widening is proposed. • The Stage construction has been adopted in the new construction • The suitable overlay thickness for Strengthening of Existing Pavement. • All culverts are proposed to be widen upto formation width i.e. 12.0m.

32. COST ESTIMATE FOR PACKAGE C & D

33. Toll Plaza Locations

34. NH-89 17 km from Merta near Samelav 7 km from Ras near Balupura 13 km from Mangliawas after Naagelav TO JAITHANA NH-112 NH-8 13 km from Beawar (4 km away from Byepass) NH-14

35. Toll rates for different categories of vehicle (W.e.f. 1.5.2011)

36. Tollable Traffic

37. Projected Toll Revenue (All values in Cr.)

38. Financial Analysis

39. ESTIMATED CAPITAL COST OF PROJECT

40. Financial Analysis Routine Maintenance Expenses Note: An escalation factor of 5% per annum has been provided.

41. PERIODIC MAINTENANCE AND STRENGTHENING AND OVERLAY Note: An escalation factor of 5% per annum has been provided.

42. Financial Analysis Operation Expenses • The total Cost of operationis divided in the following heads: • Toll collection Expenses: Rs. 3 Lakhs per month for each toll plaza. • Administrative expenses for day-to-day operation : Rs. 2 Lakhs per month for each toll Plaza. • An Escalation of 5% per annum has been provided on operation expenses.

43. Financial Analysis Resource Mobilization Schedule:

44. Financial Analysis Assumptions for financial analysis:

45. Financial Analysis Assumptions for financial analysis:

46. Financial Analysis

47. THANKS