Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
EXECUTIVE SUMMARY
- 0.1
- BACKGROUND
The work for Consultancy Services for Preparation of Feasibility Report for Two-laning
of Km. 0.000 to Km. 53.000 of SH-2B Manglana-Makrana-Khatu comprising the section from Manglana to Khatu (the “Highway-I”) inclusion of *Makrana-Bidiyad- Parbatsar SH-2D from Km 0.000 to Km 21.000 connecting Makrana (SH-2B) to Parbatsar (SH-21A) in the State of Rajasthan has been awarded to YONGMA Engineering Company Ltd in consortium with M/s. STERLING Indo Tech Consultants
P Ltd, by Public Works Department, Government of Rajasthan vide letter no.F-
7(25)/PPP/2014-15/Package-11/D-21, dated on 21-08-2014. The commencement date of
the project is 10th September 2014.
- 0.2
- INVESTIGATIONS & EVALUATIONS
Feasibility Study was carried out by YONGMA Engineering Company Ltd in consortium with M/s. STERLING Indo Tech Consultants P Ltd and the report evaluates Financial
Viability in terms of Financial Internal Rate of Return (IRR) of the homogeneous road sections for optimum upgrading. The above evaluation has been based on various surveys and investigations carried out during the course of the study and these include traffic, topography, pavement condition, inventory and condition of road/structures and material investigations. Special attention has been given to maximize the use of existing pavement and available land and use of local resources. Beside, due care is also taken to ensure use of modern construction technology to achieve the desired quality and performance requirements and attain the intended level of service.
0.3 PROJECT DEVELOPMENT DESCRIPTIONS 0.3.1 General
The Project Road is comprises of two existing road sections. The main part of the Project
Road startsfrom Manglana at Km. 0.000 and ends at the junction of SH-19 at Khatu at Km. 52.000. The project road passes through Nagaur district of Rajasthan and the major settlements along the project corridors are Manglana, Makarana, Borawar, Kalwa, Manana, Manani, Gorawa, Bolathana, Ranigaon Khatu Khurd. Inclusion of Part to the Project Road starts from Makrana at Km. 0.000 and ends at the Parbatsar at Km. 22.424 and the road passes through Makrana, Bidiyad, Kinsariya, Narwa, Parbatsar.. A summary
of the project corridor consist the following configuration as given in Table 0.1
- Feasibility Report, June 2015
- Executive Summary
- Page - 1
Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
Table 0.1: Project Length
Sl.
- Description
- Length (Km)
No.
Manglana-Makrana-Khatu (SH-2B)
12
3.75m wide carriageway with 1.0m to 1.5m Earthen shoulder 5.5m wide carriageway with 1.0m to 1.5m Earthen shoulder 7.0m wide carriageway with 1.0m to 1.5m Earthen shoulder 10.0 m wide carriageway with 1.0 m to 1.5 m earthen Shoulder 14.0m wide carriageway with 1.0m to 1.5m Earthen shoulder 7.00m wide R.O.B. with 1.5m Footpath
34.577(66.65%)
2.495 (4.81%) 8.998(17.35%) 0.250 ( 0.48% )
4.005 (7.72%) 1.550 (2.99%)
51.875 (100%)
34. 5. 6.
Total
Makrana-Bidiyad-Parbatsar (ODR-8)
14.315
1
2
5.5m wide carriageway with 1.0m to 1.5m Earthen shoulder
(63.62%)
- 7.0m wide carriageway with 1.0m to 1.5m Earthen shoulder
- 8.185 (36.38%)
- Total
- 22.500 (100%)
0.3.2 District and Nodal Towns/Villages on the Project Road
The project road passes through Nagaur district of Rajasthan State. The nodal
town/villages on major part of the project road (SH-2B) are Manglana, Makrana, Borawar,
Kalwa, Manana, Manani, Gorawa, Bolathana, Ranigaon, Khatu Khurd and in the included part (SH-2D) are Makrana, Bidiyad, Kansariya, Narwa, Parbatsar.
0.3.3 Traffic Volume
The summary of the Average Annual Daily Traffic (AADT) for the project stretch is given in
Table 0.2
- Feasibility Report, June 2015
- Executive Summary
- Page - 2
Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
Table 0.2: Average of Traffic Survey Data in October 2014 & January 2015(AADT)
Km
1+750
- Km
- Km
Type of Vehicles
44+000 13+000
Car,jeep,Van or Light Motor vehicle or Tractor with Trolley carrying Non-Agriculture produce Light commercial vehicle, Light Goods Vehicle or mini Bus
1884
369
361 182 114
632 209
- 140
- Bus or truck
- 388
Heavy construction Machinery (HCM) or Earth Moving Equipment (EME) or multi Axle Vehicle (MAV)(3++)
- 400
- 82
- 160
- OSV
- 0
- 0
- 0
Total Tollable Nos Total Tollable PCU Total Vehicles at each location Total PCU at each location
3041 5734 5428 7176
- 739
- 1141
1971 3471 3395
1267 1758 1911
0.3.4 Proposed Developmental Plan/Construction features are summarised as here under:
a) Widening scheme can be summarised as given in Table 0.3
Table 0.3: Summary of Widening Scheme-SH2B
Sl. No.
Length
(km)
- Description
- Remarks
A. Existing Road Width 3.75m (Single Lane)
Widening of Single Lane to 2-Lane with paved shoulder & Strengthening with Bituminous Course (DBM+BC) + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane with paved shoulder Widening & Strengthening with Bituminous Course (DBM+BC)
- IA
- 0.200
Reconstruction of Single Lane & Widening to 2-Lane +
- IIA 2 Lane Reconstruction
- 27.243 2.5m Granular Shoulder with extension of Drainage
Layer
New Construction of Two lane Bypasses with EARTH WORK IN Embankment & Subgrade, Non-Bituminous
7.970 sub base & Base Course (WMM+GSB) & Bituminous
Base Course (DBM+BC) + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane New Construction (Bypasses)
IIIA
- Feasibility Report, June 2015
- Executive Summary
- Page - 3
Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
Reconstruction of Single Lane & Widening to 2-Lane + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane Reconstruction 1/2 Width RHS
IVA VA
0.672
New Construction of Pavement for Toll Plaza at Km
- 0.300 44+000
- Toll Plaza-Rigid Pavement
B. Existing Road Width 5.50m (Intermediate Lane)
Reconstruction of Intermediate Lane & Widening to 2- Lane + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane Reconstruction (Flexible Pavement)
- IB
- 0.415
Reconstruction of Intermediate Lane & Widening to 2-
0.450 Lane with Paved shoulder +1.0 m Granular shoulder with extension of Drainage Layer
2 Lane Reconstruction (Rigid Pavement)
IIB
C. Existing Road Width 7.0m (Two Lane)
Widening to two lane with paved shoulder and Strengthening with Bituminous Course (DBM+BC) on existing 2 lane & Provisioning of 1.00m Granular Shoulder,
2 Lane Strengthening with Bituminous Course (DBM+BC) (Ex. 7.0m)
- IC
- 6.920
Reconstruction & Raising of two lane to two lane with paved shoulder.
IIC 2 Lane Reconstruction IIIC 2 Lane Rigid Pavement
0.720
Widening to 10 m wide rigid pavement with granular shoulder..
0.810
2 Lane to Two Lane with paved shoulder Widening & Strengthening with Bituminous
- IVC
- 0.300 2 Lane Exiting to 2Lane with paved shoulder
Course ( DBM+BC) ( Ex. 7.0m)
New Construction of Pavement for Toll Plaza at Km 1+750
- VC
- Toll Plaza-Rigid Pavement
- 0.300
ROB Under Construction by RUIDFCO at Km 3+660
- VIC
- 1.000
- No new work Proposed
Strengthening with Bituminous Course (DBM+BC) on
- VIIC Strengthening of Existing 2 lane
- 0.050 existing 2 lane & Provisioning of 2.50m Granular
Shoulder,
D. Existing Road Width 10.0 m (Two Lane+ Paved Shoulder)
- 2-Lane + Paved Shoulder
- Strengthening with Bituminous Course (DBM+BC) &
- ID
- Strengthening with Bituminous
Course (DBM+BC) (Ex. 10.0m)
0.250 Provision of 1.0m Gravel Shoulder, Drainage Layer
Not Extended
E. Existing Road Width 14.0 m (Four Lane)
4 Lane Strengthening with Bituminous Course (DBM+BC) (Ex. 14.0m)
Strengthening with Bituminous Course (DBM+BC) &
1.150 Provisioning of 2.50m Gravel Shoulder, Drainage
Layer Not Extended
IE
- Feasibility Report, June 2015
- Executive Summary
- Page - 4
Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
4 Lane Rigid Pavement –No
Work
- IIE
- 2.700 Existing Rigid Pavement in Good Condition
ROB Under Construction by
- IIIE
- 0.550 No new work Proposed
RSRDCC at Km 7+875
- Total Length
- 52.000 KM
Summary of Widening Scheme-SH-2D
Length
Remarks
(km)
- Sl. No.
- Description
A. Existing Road Width 5.50m (Intermediate Lane)
Widening of Intermediate Lane to 2-Lane &Strengthening with Bituminous Course (DBM+BC) + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane Widening & Strengthening
IA
IIA IIIA
- with
- Bituminous
- Course
- 1.042
8.696 0.126
(DBM+BC)
- Reconstruction of Intermediate Lane
- &
- 2 Lane Reconstruction
- Widening to 2-Lane + 2.5m Granular Shoulder
with extension of Drainage Layer
Widening of Intermediate Lane to 2-Lane &Strengthening with Non Bituminous Course
2 Lane Widening & Strengthening with Non Bituminous Course (WMM+DBM+BC)
- (WMM+DBM+BC)
- +
- 2.5m Granular
Shoulder with extension of Drainage Layer
- Reconstruction of Intermediate Lane
- &
Widening to 2-Lane + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane Reconstruction 1/2 Width RHS
- IV A
- 0.425
- Reconstruction of Intermediate Lane
- &
Widening to 2-Lane + 2.5m Granular Shoulder with extension of Drainage Layer
2 Lane Reconstruction 1/2 Width LHS
- VA
- 0.605
0.300
New Construction of Pavement for Toll Plaza at Km 13+000
- VIA
- Toll Plaza-Rigid Pavement
New Construction of Two lane Bypasses with EARTH WORK IN Embankment & Subgrade, Non-Bituminous sub base & Base Course (WMM+GSB) & Bituminous Base Course (DBM+BC) + 2.5m Granular Shoulder with extension of Drainage Layer
- 2
- Lane
- New
- Construction
- VIIA
- 3.000
(Bypasses)
- Feasibility Report, June 2015
- Executive Summary
- Page - 5
Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
Length
Remarks
(km)
- Sl. No.
- Description
B. Existing Road Width 7.0m (Two Lane)
- Lane Strengthening with
- 2
- Strengthening with Bituminous Course
(DBM+BC)& Provisioning of 2.50m Gravel Shoulder, Drainage Layer Not Extended
- IB
- Bituminous Course (DBM+BC)
(Ex. 7.0m)
6.473 0.200 0.720
Reconstruction & Raising + Provisioning of 2.50m Gravel Shoulder, Drainage Layer not Extended
- IIB
- 2 Lane Reconstruction
2 Lane Strengthening with white topping - Rigid Pavement (Ex. 7.0m)
Strengthening with White Topping over Existing PQC
IIIB IVB
Reconstruction of Two lane Rigid Pavement with 1.5m paved shoulder and 1.0m Granular Shoulder with extension of Drainage Layer
- 2
- Lane
- Reconstruction-Rigid
0.150
Pavement
- Total Length
- 22.300 KM
0.3.5 Bypasses and Realignment
As the existing road passes through the villages having width and geometry constraints requires bypasses. The existing road (SH-2B) & (SH-2D) passes through villages requires bypass as
tabulated below 0.4
Side to
- Section of Project Road
- Name of Village
- Length
Existing Road
1. Kalwa
2. Manana 3. Manani 4. Gorawa
5. Ranigaon
LHS RHS LHS RHS LHS
1.550 1.420 1.550 1.300 2.150
Manglana-Makrana-Khatu
(SH-2B)
Makrana-BidiyadParbatsar (SH-2D)
- 1. Bidiyad
- LHS
- 3.000
.
0.3.6 IRC: 37-2012 Method of Flexible Pavement Design –Widening and for New construction
Pavement composition thicknesses were designed for widening, reconstruction and new construction sections as per IRC: 37-2012. For strengthening of existing flexible road pavement,
- Feasibility Report, June 2015
- Executive Summary
- Page - 6
Consultancy Services for Preparation of Feasibility Report for Two-laning of Km. 0.000 to Km.53.000 of SH- 2B section comprising the Palari-Makrana-Khatu(Highway-I) inclusion of Makrana-Bidiyad-Parbatsar from Km 0.000 to Km 22.300 of SH-2D (Pkg-11) in the State of Rajasthan
Public Works Department
Government of Rajasthan
overlay thickness were established as per IRC: 81-1997. At Toll Plaza locations provision of rigid pavement is given and pavement composition was determined as per IRC: 58-2011.
The flexible pavement thicknesses required for pavement widening and New Pavement of
stretches is given in Table 0.5 & Table 0.6 Table 0.5: Flexible Pavement Thickness for Widening of Existing Lane, New pavement and
Reconstruction Stretches
Design
Existing Chainage Traffic Traffic
(MSA) (MSA)
Design
Proposed Minimum Pavement
Thickness (mm)
CBR of Viscosity Subgra Grade of de (%) Bitumen
- From
- To
- 8 Years 15 Years
- BC DBM WMM GSB Total
16+000 (SH-2B) 51+875 (SH-2B) 22+500 (SH-2D)
- 0+000
- 34
5
76 10 22
12.50 12.50 12.50
VG 30 VG 30 VG 30
40 40 40
80 50 50
250 250 250
200 200 200
570 540 540
16+000
- 0+000
- 10
0.3.7 IRC: 81-1997 Method of Flexible Overlay – For Strengthening of Existing Pavement