Project: Independent Consultancy of 4- Laning of …nhai.org.in/spw/IEReport/MPR March 2013.docx ·...

Monthly Progress Report – 32 for the Month of March 2013

1. INTRODUCTION

The government of India, through the ministry of Shipping, Road Transport & Highway has entrusted the NHAI with the responsibility of Developing and maintaining various section of Highway. NHAI under the prestigious programme has taken up the four laning of the existing 2 – lane National Highway No. – 33, connection Ranchi, capital of Jharkhand to National Highway No. – 2.

Hazaribagh – Ranchi section of NH – 33 is the primary and principal mode of transportation running across Jharkhand connecting most of the backward regions of the state and connecting Jharkhand with other states. Thus improvement and 4 – Laning of NH-33 will not only change the face of the road section in Jharkhand but will also provide the backbone for cultural exchange, social equality and a everlasting impact on its economy.

The concession Agreement was signed on 8th -Oct-2009 and the work contract commenced on 8 th Aug 2010,

upon receipt of order to commence from the NHAI. The Concessionaire kept on submitting all project related

documents to the project director NHAI who initially was the IC in charge until the consultant’s agreement was

signed and delegated powers transferred to the Independent consultant. The role of IC is defined in RFP and

schedule Q for Development, Construction and Operation stages.

The Concessionaire’s mobilization and the Independent Engineer’s mobilization status are appended in separate

chapter.

The Consultancy Contract between NHAI and M/S Unihorn India Private Limited was signed on 6 th Aug 2010. The

Independent Consultant’s team started mobilizing since that date.

The Representative of the employer, the IC and the concessionaire address there are all given below.

(1) NHAI :- NHAI, PIUHouse No. - C – 76,Harmu Housing Colony, Ranchi (Jharkhand)

(2) IC :- M/S Unihorn India Private Limited462/A, “Anupama”, Ashok Nagar, Argora, Ranchi – 834002 (Jharkhand)

(3) Concessionaire :- M/s Hazaribagh Ranchi Expressway Ltd.443/A, Ashok Nagar,Ranchi (Jharkhand)

Unihorn India Private Limited


1.1 General:-

The project envisages construction of four laning of Hazaribagh-Ranchi section of NH-33 from (Km. 40.500 to Km. 114.000) on BOT (Annuity) basis under NHDP phase-III in the state of Jharkhand.

The project Highway starts from old chainage at Km 41.600 (Design chainage Km 40.500) from Hazaribagh and ends at old chainage at Km 114.000 at Ranchi. As per design chainage, the actual length of project highway is 73.799 Km.

The Concession Agreement envisages that after completion of the New Carriageway, The roadway width in the main Carriageway in stretch (Km 40.500 to Km 114.000) will consist of

(a) 4 – lane dual carriageway(b) 1.5 m wide Earthen Shoulder in Urban Section and 2.0 m wide Shoulder in Rural section(c) Median strip of 4.5m in rural area and 1.5m in build area.

1.2 The Site:

The project highway aims at developing the two lanes to four lanes from 40.500 to 114.000 in Km including construction of Kujju bypass and Ramgarh Bypass of NH-33 in State of Jharkhand.

Thus the construction package for the project includes developing the existing two lane carriageway to four lane dual carriageway configurations including strengthening of existing two lanes between Km 40.500 Km 114.00 including construction of Kujju Bypass and Ramgarh Bypass defined as “Project Highway”.

1.3 Description of the Project Highway :-

The project highway is generally 2 – lane and road is passing through the built areas of towns and villages enrooted. Important towns along the alignment are Ramgarh, Kujju, Mandu, and Ormanjhi. An index map and location plan of the Project Highway is given at annexed.

1.4 Referencing System:-

Kilometer stones are existing in entire length of the project highway. It is called the “Existing Chainage”. During topography survey with Total Station, observations made are referred to “Design Chainage”. The relationship between the “Existing Chainage” and the “Design Chainage” as per field surveys of the location of existing Km stones using the Total Station for the “Project Highway” is given at annexed.

1.5 Latitude & Longitude :-

Latitude and Longitude of the project corridor lies between 24o - 00 N to 23o - 21 N and 85o – 22 E to 85o – 20’ E respectively.



1.6 Terrain :-

The project road passes through Rolling to Hilly terrain. Many deficient horizontal curves are observed in Ghat section and needs improvement as per the design considerations.

1.7 Climate :-

The climatic features of the areas covered by the Project Highway are:-

Max temperature: 36 Degree

Min. temperature: 4.0 Degree

Rainfall (normal): 1400 mm

1.8 Existing Pavement Composition and condition :-

As per the Pavement composition data collected from site for the Project Highway, its total thickness varies between 280 mm to 400 mm. The road pavement is weak and would require strengthening by bituminous overlays.

The pavement mainly comprises of bricks overlaid by WBM and bituminous layers. The WBM course thickness varies between 110 mm to 150 mm, while that of the bituminous layers (including wearing course) between 50 mm to 150 mm.

1.9 Land :-

The details of existing ROW are appended.

1.10 Abutting land Use:-

The Project is characterized by a mix of habituated areas and agricultural land. There are 12 villages /towns along the town



1.11 Key Map:-

KEY-MAP OF NH-33 RANCHI – HAZARIBAGH ROAD PROJECT



2. SCOPE OF WORKS The project envisages construction of new carriageway of the length 71.16 Km/ 74.465 from Km 40.500

Hazaribagh and Km 114.000 at Ranchi in the state of Jharkhand DBFOT (Annuity) basis. Construction of Project Highway on the site set forth in Schedule – A and as per specified in Schedule - B

together with provision of Schedule – C and in conformity with the specification and standards set forth in the Schedule - D of concession Agreement.

Operation and maintenance of the Project Highway in accordance with the provision of Concession Agreement.

2. 1. Project Facilities:

1. Toll Plaza

2. Roadside Furniture

3. Street Lighting

4. Pedestrian Facilities

5. Landscaping and Tree Plantation

6. Rest Area

7. Truck Lay - Bays

8. Bus- Bay and Bus Shelters

9. Cattle Crossing

10. Development of Site for Wayside Amenities

11. Traffic Aid Posts

12. Medical Aid Posts

13. Vehicle Rescue Posts

14. Telecom System

15. Highway Traffic Management System



2.2 Major Provisions (As per Contract):-

Length of Road : 74.465 Km

Length of Service Road : 11.355 Km

Major Bridge : 01 No’s

Minor Bridge : 09 No’s

Pipe Culvert : 74 No’s

Box /Slab Culvert : 75 No’s.

Arch Culvert : 02 No’s

Vehicle Underpass : 05 No’s

Pedestrian Underpass : 02 No’s

ROB : 02 No’s

2.3 Way side Amenities/Safety Provisions:-

Truck/Bus Lay-Byes

Way side amenities

Provision for retro reflective signage’s

Cross barrier, railing and plantation

Provision for public toilet and drinking water at bus ways

Provision for rain water harvesting.



3. Contract Data

Name of the Project: - Independent consultancy services for four laning of Hazaribagh-Ranchi section of NH-33 from (Km. 40.500 to Km. 114.00) on DBFOT (Annuity) basis under NHDP phase-III in the state of Jharkhand.

Client: - NHAI

Length of Road: - 74.465 Km

Date of Signing of Concession Agreement: - 8th -Oct-2009

Appointed Date: - 1st Aug 2010

Total Project Cost: - 625.07Crores

Construction Period: - 910 days from Appointed date.

VGF/Concession period / EIRR: - 18 Years commencing from the appointed date.

Scheduled date of Completion: - 27th Jan 2013

Provisional (C.O.D): - 15th Sep 2012

Financial closure: - 18 th Aug 2010

Annuity Amount: - 64.08 crore



4. SALIENT FEATURES

SN. Feature Provision

1 Length 74.465 km

2 Design Speed

Plain terrain : 100 km/hr (Ruling)

Rolling terrain: 80 km/hr (Ruling)

Mountainous Terrain:50 km/hr (Ruling)

Steep Terrain : 40 km/hr (Ruling)

3 ROW 60m

4 Roadway 2 X 7.25 m

i) No. of lanes 2 X 2

ii) Lane Width 3.5m

iii) Median Width Varies from 1.5 to 4.5 m

iv) Edge Strip on Median Side 0.25m

v) Paved Shoulder 1.5m

vi) Unpaved Shoulder 1.0m - 2.0 m

vii) Cross Slopes

2.5% (Carriage way)

2.5% (Paved Shoulder/Interlocking Paved Blocks)

3.0 % (Earthen surface)

5 Gradient

i) Ruling 3.3%

ii) Limiting 5.0%

iii) Exceptional 6.7%

6 BridgesMajor - 1

Minor - 9

7 Culverts

Box – 75

Pipe – 74

Arch - 2

8 Junctions/IntersectionsMajor Junctions 5 No’s

Minor Junctions 10 No’s

9 Railway crossings (ROB) 02 nos.

10 Service Road 11.355 Kms

11Bus lay byes 25

Truck lays byes 3

12 Landscaping Plantation & Turfing

13 Pavement Flexible

14 Vehicular Underpass 5

15 Pedestrian Underpass 2

16 Toll Plaza Location Km 101+250 (7 toll lanes in each directions)



5. PROJECT COMPLETION SCHEDULE


S.N. Project Milestone Scheduled Time Period Status

1 Minimum 10% of the total cost of financial package

31/01/2011 (Within 180 days from Appointed date).

Completed

2Minimum 35% of the total cost

of financial package31/07/2011 (Within 365 days

from Appointed date).Completed

3Minimum 70% of the total cost

of financial packagewithin 730 days from Appointed

dateCompleted

4 Scheduled 4-Laning Date27/01/2013 (910 days from the

appointed date).-


6. Mobilization:-

Independent Engineer’s Mobilization:-

S.N Name Designation Mobilized On

A. Key Professional :

1 V.P Jaiswal Team Leader 19/10/2011

2 Sanjay Kumar Highway cum Resident Engg. 21/6/2010

3 Pradeep Kumar Pandey Bridge Engg. 31/07/2010

4 Kishor Kumar Mishra Quality cum Material Engg. 6/8/2010

5 T.P.S Choudhary Sr. Pavement Specialist 1/10/2010

6 Sr.Bridge Design Engineer Alok Bhowmick 1/10/2010

7 Dr. T. V Krishna Murthy Road Safety Expert -

8 P.K Chaddha Financial Expert -

9 Lt. Col. Dharampal (Retd.) Legal Expert -

10 Traffic Engineer Dr. H.K Reddy -

11 Vijay Gupta Highway Design Engineer 1/10/2010

B. Sub – Professional :

12 Sanjeev Kumar Jha Asst. Material Engg. 19/9/2011

13 Ranjeet Kumar Asst. Bridge Engg. 9/11/2010

14 Chandan Chakrabarty Survey Engineer 9/11/2010



6.2 STATUS OF MANPOWER OF CONCESSIONAIRE


National Highway Authority of India

Resident cum Highway Engineer

Er. Sanjay Kumar

Senor Quality cum Material

ExpertEr. K. K Mishra

Bridge/Structural Engineer

Er. P.K Pandey

Senior Bridge Design Engineer

Mr. Alok Bhomick

Asst. Highway Engineer

Asst. Quality cum Material Engineer

Mr. Akhilesh Dwivedi

Asst. Quality cum Material EngineerMr. Sunil Kumar

Asst. Bridge Engineer

Mr. Ranjeet Kumar

Asst. Bridge Engineer

Mr. Dip Narayan Mandal

Asst. Highway Engineer

Mr. Sachin Kumar

Office StaffCAD ExpertAccountantOffice ManagerComputer operatorCashierOffice boyPhoto copy Operator

Road Safety Expert- Dr. T.V. Krishna Murthy

Traffic Engineer- Dr. H.K Reddy

Financial Expert- Mr. P.K Chaddha

Legal Expert- Lt. Col. Dharampal (Retd.)

Senior Pavement Specialist T.P.S

Choudhury

INDEPENDENT ENGINEER ORGANIZATION CHART


Sr. No. Position Projectrequirement

Available atsite(Nos.)

1 Project Director 1 1

2 Sr.Manager 2 2

3 Associate Manager 1 2

4 Deputy Manager 3 3

5 CAD Operator 1 1

6 Office Assistant 1 1

7 Ameen 1 1

8 Miscellaneous As per req. 3

6.3 STATUS OF MANPOWER OF PROJECT MANAGEMENT CONSULTANT (PMC)

Sr. No. Position Projectrequirement

Available atsite(Nos.)

1 Team Leader 1 1

2 Bridge Engineer 1 1

3 Sr. Quality cum Material Expert 1 0

4 Highway Engineer 1 0

5 Quantity Surveyor 1 1

6 Office Manager 1 1

7 Miscellaneous As per req. 4



6.4 STATUS OF MANPOWER OF (E.P.C)


Sr. No. PositionProject

requirementAvailable at site (Nos.)

1 Project Director 1 1

2 Project Manager 2 0

3 Project Co-cordinator 1 1

4 Deputy Project Managers 2 1

5 Site Engineer / Surveyors 36 10

6 Planning & Billing Engineer 1 1

7 Auto Cad Operator 4 1

8 Operators 40 20

9 Material Engineer 2 1

10 Lab Technician 10 2

11 Accounts & Administration 14 6

12 MiscellaneousAs per Site

additional req.70


7 KEY PLAN OF MATERIAL SOURCE & PLANTS



8. Status of Work :-

(i) Detail of Site Handed Over :-

Existing ROW has been handed over by the PIU, NHAI Ranchi to the Concessionaire. Additional

land for 45m and 60m ROW required for 4-laning as demarcated on ground has been handed

over to the extent of 84% of the total land requirement. 20.80 Km of forest land handed over on

8th June 2011.

(ii) Concessionaire 14.1 programme and progress:-

The Concessionaire submitted 14.1 part program (s-curve, below)



(iii) Project S-Curve:-

Aug-10

Sep-10

Oct-10

Nov-10

Dec-10

Jan-11

Feb-11

Mar-11

Apr-11

May-11

Jun-11

Jul-11

Aug-11

Sep-11

Oct-11

Nov-11

Dec-11

Jan-12

Feb-12

Mar-12

Apr-12

May-12

Jun-12

Jul-12

Aug-12

Sep-12

Oct-12

Nov-12

Dec-12

Jan-13

Feb-13

Mar-13

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 27 28 29 30 31 32 33

0.000

20.000

40.000

60.000

80.000

100.000

120.000

0.641 0.981 2.2985.351

12.62315.433

19.479

24.22927.341

29.89333.871

35.75737.644

41.863

48.150

54.800

61.730

68.660

73.710

79.15081.979

84.03885.955

87.66989.365

92.50695.123

97.23399.185100.000100.000100.000

0.64

1

0.98

1

2.29

7 5.35

1

12.6

23 15.4

33 19.4

79 24.2

29 27.3

41 29.8

93 34.0

22 37.8

30

39.2

00 42.3

10

48.2

10

54.0

60

61.0

80

67.5

80 72.5

90

78.2

50

80.2

80 83.1

89

85.3

89

87.5

39

90.0

19

91.0

29

92.9

49

94.3

50

95.0

50

95.5

80

95.7

80

96.1

20

Chart Title

Axis

Title



9. STATUS OF CHANGE OF SCOPE

No Change

10. STATUS OF SUSPENSION

Nil

11 Details of Villages/Towns

S.No. Name of Village/Town Name of District

Location (Chainage) SideFrom (Km.) To (Km.)

1. Mukund Ganj Hazaribagh 42.000 43.100 Right2. Babhanabbe Hazaribagh 42.500 Right3. Demotand Village Hazaribagh 44.250 46.450 Right4. Morangi Village Hazaribagh 47.250 48.850 Both5. Charhi Village Hazaribagh 54.300 56.800 Left6. Mandu Hazaribagh 61.950 65.550 Right7. Jorakaram Hazaribagh 67.300 - Both8. Hasegarha Hazaribagh 69.000 - Both9. Kujju Ramgarh 73.200 76.000 Left

10. Bharesh Nagar Ramgarh 77.500 80.100 Both11. Ranchi Road Ramgarh 81.400 82.200 Left12. Ramgarh Ramgarh 83.400 88.250 Both

12. Details of Existing Bridges

S. No

Bridge No.

Location/Chainage (Km)

Type of Structure

Span Details No. X length

(m)

Total length

(m)

Carriage way width

(m)

Remarks/Observatio

ns

1 Major 86/1

Damodar Bridge 85.810

RCC t-beam & Slab 12x20.25 243 7.5

2 Minor 58/1

Bokaro Bridge57.794

RCC T-beam & Slab 3x13.5 40.5 7.5

3 Minor 62/1

Dudhi Bridge61.720

RCC T- Beam & Slab 2x17 34 7.5

4 Minor 71/1

Chautham Bridge 71.020 RCC Slab 4x8.75 35 7.5

5 Minor 85/2

Ramgarh Bypass84.903

RCC T- beam Slab 1x17.0 17.5 7.5

6 Minor 105/1

Bhenra Bridge104.036

RCC T-beam Slab 2x13 26 7.5

7 Minor 109/1

Bania Nallah Bridge108.211 RCC Slab 3x7 21 7.5

8 Minor 110/1

Doma Bridge109.809

RCC T-Beam & Slab 1x27 27 7.5

9 Minor 114/1

Sapahi Bridge113.099

RCC T-Beam & Slab 2x19.5 39 7.5

10 Minor 116/2

Rangoori Bridge115.582 RCC Slab 3x9 27 7.5



13 Details of Existing Culverts(i) Pipe Culverts

Sl. No. CD No. Location (Km) Formation Height Vent Ht. (m) Diameter (m) Existing Width1 42/1 41.600 1.5 0.9 2x0.9 222 42/2 41.650 1.5 0.9 2x0.9 223 46/1 45.100 2 0.9 0.9 204 52/1 51.250 4 0.9 2x0.9 255 58/1 57.650 4 1.2 3x1.2 22.56 58/2 57.825 4 1.6 4x1.2 22.57 58/3 57.900 2.9 1.2 1.2 17.58 59/1 58.090 3 1.2 3x1.2 259 59/2 58.455 2.5 0.9 0.9 15

10 59/3 58.720 2 0.9 0.9 12.511 60/ 59.120 2.1 1 1 1512 70/1 69.710 3.2 1.2 1.2 2013 70/2 69.818 3.2 1.2 1.2 2014 74/1 73.160 2.7 09 12.00 2015 74/2 73.313 2.5 0.9 0.9 17.516 74/3 73.447 2.5 0.9 0.9 14.417 74/4 73.570 2.5 0.9 0.9 1518 83/1 82.265 5.5 1.2 1.2 2519 89/1 88.925 2 1.2 2x1.2 1620 90/1 89.100 3 1.2 1.2 1221 91/1 90.100 2.5 1.2 1.2 17.522 91/2 90.560 3 1.2 1.2 2223 91/3 90.740 1 0.9 0.9 17.524 91/4 90.950 4 0.9 0.9 17.525 92/1 91.100 3 1.2 1.2 2026 92/2 91.200 3 0.9 0.9 17.527 92/3 91.500 2 0.9 0.9 1828 92/4 91.675 2.5 0.9 0.9 2029 92/5 91.725 2 0.8 0.8 2030 92/6 91.950 3 0.9 0.9 2431 93/1 92.050 2 1.2 1.2 2032 93/2 92.565 2 0.9 0.9 1833 93/3 92.750 3 0.8 0.8 1834 94/1 93.625 4 0.9 0.9 2235 94/2 93.700 6 1.2 1.2 2236 94/3 93.780 4.5 1.2 1.2 2237 94/4 93.850 2 1.2 1.2 2038 94/5 93.875 2 1.2 1.2 2039 94/6 93.960 4 1.2 1.2 2040 95/1 94.325 4 0.9 0.9 2141 95/2 94.504 4 0.9 0.9 2442 95/3 94.950 4 0.9 0.9 2043 96/1 95.260 2.1 0.9 0.9 2044 96/2 95.300 2 0.9 0.9 2045 96/3 95.500 2 0.9 0.9 2046 96/4 95.650 2.5 0.9 0.9 2047 96/5 95.950 2.5 0.9 0.9 2048 98/1 97.200 1.5 1 2x1.5 2049 98/2 97.800 2 1 1 2050 100/1 99.950 1.5 1 1 14.851 101/1 100.100 1.5 0.9 0.9 17.552 101/2 100.800 1.5 0.9 0.9 2053 102/1 101.500 2 0.9 0.9 2054 103/1 102.600 2.5 0.9 0.9 2055 103/2 102.700 2.5 0.9 0.9 2056 108/1 107.325 2 1.2 1.2 17.557 110/1 109.870 3 0.9 0.9 1758 111/1 110.700 5 1.2 4x1.2 3359 114/1 113.180 2.5 1.2 1.2 17.5



(ii) Arch Culverts

S. No. Culvert Km/No

Existing Chainage

(Km)

Arch Thickness

Formation Height (m)

Vent Height (m) Clear

Span (m) Existing

1 44/1 43.600 0.5 3 2 2.5 10

2 93/1 92.300 0.5 5 4 3.2 16.2

3 93/2 92.450 0.5 7 3 3 14

4 94/1 93.315 0.5 3 1 0.9 11

5 94/2 93.350 0.5 5 3 3 16

(iii). Slab Culverts/ Box Culverts


Monthly Progress Report – 32 for the Month of March 2013 S. No. Culvert

Km/NoExisting Chainage

(Km)Arch

ThicknessFormation Height (m)

Vent Height m Clear Span (m)

Existing

1 44/1 43.225 0.2 2 1 1.5 12.52 44/2 43.848 0.5 3.5 3 3 9.53 43/1 44.650 0.2 3 1.9 1 124 46/1 45.800 0.2 2 1 1 125 47/1 46.550 0.2 1.5 1 1 12.66 47/2 46.950 0.2 2 0.9 1 137 48/1 47.800 0.2 1 0.7 1 11.58 48/2 47.950 0.2 2 1 1 12.69 50/1 49.100 0.3 2.5 107 2.3 9

10 52/1 51.200 0.2 3 0.9 1 1211 52/2 51.500 0.2 1.5 0.8 0.8 11.212 52/3 51.800 0.2 1.5 1 1 1213 52/4 51.950 0.3 5.5 3 1.3 11.614 53/1 52.100 0.2 3 2 1 1115 53/2 52.400 0.25 10 2 1.5 3016 54/1 53.100 0.2 2.5 1.5 1.2 1117 54/2 53.500 0.2 3 1.3 1 1118 58/1 57.800 0.2 2.5 1.2 1 1219 63/1 62.200 0.2 2 1 1 1220 64/1 63.550 0.3 1.9 1.2 1.5 1221 64/2 63.700 0.3 2.2 1.5 1.2 11.422 65/1 64.200 0.3 2 1 1 1223 65/2 64.400 0.3 2 1 1 1224 66/1 65.500 1.5 0.8 1 1 1125 66/2 65.900 0.3 1 0.5 1 1226 67/1 66.200 0.3 1.2 0.8 1.5 1227 69/1 68.200 0.25 1.5 1.2 1 1128 69/2 68.400 0.2 1 0.5 0.9 11.529 69/3 68.700 0.2 1 0.5 1 1230 70/1 69.190 0.25 1.8 1.6 1 1131 70/2 69.350 0.2 1.8 1.7 1.3 11.532 70/3 69.500 0.25 2.1 1.9 1.6 11.533 71/1 70.900 0.3 4 3.5 3.1 12.534 71/2 70.990 0.25 3.7 3.4 3 13.635 72/1 71.200 0.3 1.7 1.4 1 1736 72/2 71.500 0.3 6 3 6 1537 74/1 73.100 0.3 1 0.5 1 1238 74/2 73.500 0.3 1 0.5 1 1239 74/3 73.600 0.3 1.5 1 0.8 1040 75/1 74.500 0.3 1.5 1 1 1341 75/2 74.550 0.3 1.5 0.7 0.9 1242 77/1 76.100 0.2 1 0.5 1.2 11.543 79/1 78.800 0.4 6 4.8 6 1244 80/1 79.300 0.25 1.2 0.8 1 11.545 80/2 79.500 0.2 1 0.5 1.5 1046 80/3 79.800 0.2 1 0.5 1 1247 81/1 80.450 0.2 1.5 0.8 1 1248 84/1 83.400 0.4 6 5.5 6 11.549 84/2 83.750 0.3 2.1 1.7 1.7 1350 89/1 88.200 0.25 1.4 0.6 1.3 1151 90/1 89.700 0.25 1.5 1 1.2 1252 96/1 95.690 0.3 5.6 1.5 1.5 11.553 100/1 99.500 0.3 2.2 1.9 1.5 15.154 100/2 99.750 3 3.1 2.8 3.5 21.555 101/1 100.800 0.3 2.5 1.5 2.5 1256 106/1 105.375 0.5 5 4.5 6 12.257 110/1 109.400 0.3 4 3 3 1458 111/1 110.950 0.3 3.5 3 3 11



14 Existing Major Junctions


Monthly Progress Report – 32 for the Month of March 2013 Table (A)

S.No. Km Section Type Place Joining road Proposed

1 84.750 NH 33 3 Legged Ramgarh (Bokaro Chowk) NH 23 3 Legged

2 85.880 NH 33 4 Legged Ramgarh Chowk Connection road to NH 23 & SH 4 Legged

15 Existing Minor Junctions

Table (B)

Sl.No. Km Section Type Place Joining road Proposed

1 43.300 NH 33 3 Legged Mukundganj R.E.O. Road 3 Legged

2 46.200 NH 33 3 Legged Sungari Tar R.E.O. Road 3 Legged

3 49.250 NH 33 3 Legged Demo Tar R.E.O. Road 3 Legged

4 56.100 NH 33 3 Legged West Bokaro S.H Road 3 Legged

5 63.275 NH 33 3 Legged Mandu R.E.O Road 3 Legged

6 75.850 NH 33 4 Legged Kujju CCL Road 4Legged

7 83.500 NH 33 3 Legged Giddi Nai Sarai 3 Legged

8 86.500 NH 33 3 Legged Ramgarh Bazar Connection road to NH 23 3 Legged

9 103.250 NH 33 3 Legged Sikkidiri SH Road 3 Legged

10 108.400 NH 33 3 Legged Shastri Chowk R.E.O Road 3 Legged

11 112.300 NH 33 3 Legged Rukka R.E.O Road 3 Legged

12 113.350 NH 33 3 Legged Rukka Dam R.E.O Road 3 Legged

16. Vehicular Underpasses (As per Concession Agreement)



S.N

o.

Existi

ng C

hain

age

Desig

n Ch

aina

ge

Nam

e of

Inte

rsec

ting

Road

s

Prop

osed

Str

uctu

ral

Confi

gura

tion

Prop

osed

Str

uctu

re

Type

Prop

osed

Spa

m

Arra

ngem

ent

Tota

l of t

he S

truc

ture

1 54.350 54.840 Village Road Rectangular Box 1 × 5.00 6.00 M




5 85.800 85.900 NH- 23 Rectangular Box 1 × 5.00 6.00 M

17. Pedestrian Underpasses (As per Concession Agreement)

S.N

o.

Existi

ng C

hain

age

Desig

n Ch

aina

ge

Nam

e of

In

ters

ectin

g Ro

ads

Prop

osed

Str

uctu

ral

Confi

gura

tion

Prop

osed

Str

uctu

re

Type

Prop

osed

Spa

m

Arra

ngem

ent

Tota

l of t

he

Stru

ctur

e1 64.000 64.300 Village Road Rectangular Box 1 × 3.50 M 4.25

2 83.050 83.220 Village Road Rectangular Box 1 × 3.50 M 4.25



18. Cross Section Type Along the Project Corridor:-

Designed Chainage(km) Length(m) Drg No. RemarksFrom To

41+600 43+584 1,984.0 CS/02 Right Side Widening43+584 43+734 150.0 CS/06 In Transition43+734 44+186 452.0 CS/03 Concentric Widening in Urban Areas44+186 44+286 100.0 CS/06 In Transition44+286 45+884 1598.0 CS/02 Right Side Widening45+884 46+035 151.0 CS/06 In Transition46+035 46+685 650.0 CS/03 Concentric Widening in Urban Areas46+685 46+835 150.0 CS/06 In Transition46+835 51+065 4230.0 CS/02 Right Side Widening51+065 51+700 635.0 CS/05A In Ghat Portion51+700 52+250 550.0 CS/05B Realignment in Ghat52+250 53+855 1605.0 CS/05A In Ghat Portion53+855 55+485 1630.0 CS/02 Right Side Widening55+485 55+600 115.0 CS/06 In Transition55+600 56+850 1250.0 CS/03 Concentric Widening in Urban Areas56+850 56+993 143.0 CS/06 In Transition56+993 63+250 6257.0 CS/02 Right Side Widening63+250 63+398 148.0 CS/06 In Transition63+398 64+729 1331.0 CS/03 Concentric Widening in Urban Areas64+729 64+879 150.0 CS/06 In Transition64+879 66+675 1796.0 CS/02 Right Side Widening66+675 67+000 325.0 CS/05B Realignment in Ghat67+000 70+500 3500.0 CS/02 Right Side Widening70+500 71+500 1000.0 CS/05A In Ghat portion71+500 71+879 379.0 CS/02 Right Side Widening71+879 76+008 4129.0 CS/04 In By Pass76+008 81+004 4996.0 CS/02 Right Side Widening81+004 81+479 475.0 CS/06 In Transition81+479 86+972 5493.0 CS/03 Concentric Widening in Urban Areas86+479 87+097 125.0 CS/06 In Transition87+097 89+956 2859.0 CS/02 Right Side Widening89+956 93+280 3324.0 CS/05A In Ghat portion93+280 93+480 200.0 CS/05B Right Side Widening93+480 94+100 620.0 CS/05A In Ghat Portion94+100 94+340 240.0 CS/05B Realignment in Ghat94+340 94+500 160.0 CS/05A In Ghat Portion94+500 94+610 110.0 CS/05B Realignment in Ghat94+610 94+735 125.0 CS/05A In Ghat portion94+735 94+950 215.0 CS/05B Realignment in Ghat94+950 95+550 600.0 CS/05A In Ghat portion95+550 95+650 100.0 CS/05B Realignment in Ghat95+650 95+965 315.0 CS/05A In Ghat Portion95+965 96+025 60.0 CS/05B Realignment in Ghat96+025 104+066 8041.0 CS/02 Right Side Widening

104+066 104+266 200.0 CS/06 In Transition104+266 104+995 729.0 CS/03 Concentric Widening in Urban Areas104+995 105+195 200.0 CS/06 In Transition105+195 110+155 4960.0 CS/02 Right Side Widening110+155 110+380 225.0 CS/06 In Transition


Monthly Progress Report – 32 for the Month of March 2013 110+380 111+830 1450.0 CS/03 Concentric Widening in Urban Areas111+830 112.023 193.0 CS/06 In Transition112+023 112+548 525.0 CS/02 Right Side Widening112+548 112+760 192.0 CS/06 In Transition

Change in widening schedule can be made by the concessionaire subject to the approval of IC/NHAI.

19. SERVICE ROAD

Service Road Locations (As per Concession Agreement)

Sl. No Proposed Chainage(km) Length AreaFrom(km.) To(km.) (Km.)

1. 43.734 44.186 0.452 Mukund Ganj Village2. 46.035 46.685 0.650 Demotand Village3. 55.600 56.850 1.250 Charhi Village4. 63.398 64.729 1.331 Mandu Village

5. 81.479 86.972 5.493 Ranchi Road,Nai Sarai and Ramgarh Town

6. 104.266 104.995 0.729 Ormanjhi Block7 110.380 111.830 1.450 Irba Village

TOTAL 11.355

The concessionaire shall provide total 11.355 Km length of service roads.

20. JUNCTIONS

a. Major Road Junctions (As per Concession Agreement)

S.No. Chainage(km) Type Of Junctions Place Category Of Road

1 40.500 3 Legged End Point of Hazaribagh bypass NH-33

2 72.800 3 Legged Start Point Of Kujju Bypass NH-33

3 76.000 3 Legged End Point Of Kujju bypass NH-33

4 84.800 3 Legged Thana Chowk Ramgarh NH-23

5 85.900 4 Legged Ramgarh Chowk Connecting road to NH-23 and SH

b. Minor Road Junctions (As per Concession Agreement)

S.No. Chainage(km) Place Joining Road Proposed1 43.300 Mukundganj R.E.O Road 3 Legged2 47.500 Sungari Tar R.E.O Road 3 Legged3 49.950 Demo Tar R.E.O Road 3 Legged4 56.100 West Bokaro S.H Road 3 Legged


Monthly Progress Report – 32 for the Month of March 2013 5 63.275 Mandu R.E.O Road 3 Legged6 83.470 Giddy Nai Sarai 3 Legged7 103.250 Sikkidiri R.E.O Road 3 Legged8 108.400 Shastri Chowk R.E.O Road 3 Legged9 112.300 Rukka R.E.O Road 3 Legged

10 113.350 Rukka Dam R.E.O Road 2 Legged

21. Truck Lay Byes (As per Concession Agreement)

Location Proposed Chainage (KM)Near Mandu Village Km 60.381

In Kujju By Pass Km. 75.000Near Ormanjhi Block Km. 101.915

22. Bus Lay Byes (As per Concession Agreement)

Sl No. Location Existing Chainage (Km) Side

1 Near Morangi 46.240 LHS2 Near Morangi (Hatiyari Mor) 49.950 LHS3 15 Mile 58.300 RHS4 Mandu 63.100 RHS5 Mandu 63.300 LHS6 Haseghdha 70.700 RHS7 Bonga ( Bhareach Nagar/Sandi) 77.900 LHS8 Ramgarh 85.820 RHS9 Near Burha Khukhra 90.820 RHS

10 Lalki Ghat 92.300 LHS11 Shahidm Smark (Khatanga Patar

Khudia) 95.050 LHS12 Chuttupalu 97.310 LHS13 Bankheta 98.500 RHS14 Piska More 100.300 RHS15 Piska More 100.380 LHS16 Palu Chai Bagan 103.605 LHS17 Ukrid More 104.300 RHS18 Ormanjhi 106.500 LHS19 Ormanjhi (Near Thana) 107.300 RHS



20 Near Ormanjhi 109.100 RHS21 Chakla (Ormanjhi) 109.100 RHS22 Chakla Near Ormanjhi 109.250 LHS23 Irba 110.950 RHS24 Irba 112.500 LHS25 Vikas 113.600 LHS



23. Project Accelerated Programme



24. Machinery Deployed at Site:-

S. N. Name of Equipment/Machinery Project requirement Available at site (Nos.)

1 WMM Plants 1 (200 TPH) 1 (200 TPH)

2 Concrete batching plants 1 (30 Cum/Hrs.) 1 (30 Cum/Hrs.)

3 ‘Metso’ Crusher 2 (200 TPH) -

4 GSB Crusher 1 (100 TPH) 1 (100 TPH)

5 Hot Mix Plant 1 (160 TPH) 1 (160 TPH)

6 Excavators 4 (Ex-220 and 260) 6

7 Motor Grader 5 4

8 Crane 1 (60 MT) 1 (60 MT)

9 Generator Set 8 8

10 Dumper 45 30

11 Transit mixer 5 6

12 Sensor Paver 2 2

13 Hydra Cranes 3 3

14 Tandem Roller 4 4

15 Vibratory Roller 5 4

16 Pneumatic Tyre Roller 2 2

17 Loaders 3 5

18 Dozers 2 5

19 Breakers 1 (EX260) 2

20 Kerb Laying machine 2 2

21 Crane 1 (125 MT) 1(125 MT)



26. Linear Progress (Road Works)Main Carriageway R/S

Linear Progress (Road Works)

Main Carriageway R/S Without Ramgarh Bypass

Activity Description Unit Total Length

Completed till Last Month

Balance

Main Carriageway Four LaneC & G Km 58.067 58.067 0

Embankment Km 58.067 58.067 0

Sub-Grade Km 58.067 58.067 0GSB Km 58.067 58.067 0

WMM 1st Layer Km 58.067 58.067 0

WMM Top Layer Km 58.067 58.067 0

DBM 1st Km 58.067 58.067 0DBM top Km 58.067 58.067 0

BC Km 58.067 58.067 0Ramgarh Bypass

Activity Description Unit Total

Length

Completed till Last Month

Balance

Main Carriageway Four Lane

C & G Km 15.723 12.040 3.683

Embankment Km 15.723 11.120 4.603

Sub-Grade Km 15.723 10.50 5.223

GSB Km 15.723 9.20 6.523

WMM 1st Layer Km 15.723 8.93 6.793

WMM Top Layer Km 15.723 8.55 7.173

DBM 1st Km 15.723 8.30 7.423

DBM top Km 15.723 8.25 7.473

BC KM 15.723 6.715 9.008



27. Progress of CD & Structure Works. (Month of March 2013)

Sl. No. Structure Total No’sof Structure

Work Under Progress

Work Completed

Remarks

1 Major Bridge 01 - 01 -

2 Minor Bridge 09 - 9 -

3 Culverts 152 - 147

05 No’s yet to start in

Ramgarh Bypass

4 ROB 02 In Progress - In Progress

5 Underpasses 7 - 5 VUP & 2 PUP Completed -

6 Grade Separator 01 1 - In Progress

28 PHYSICAL PROGRESS: (The Progress of the works as on March 2013)


Description Achieved

Cumulative Physical Progress 92.75%


29.1 Progress Details of Structure:




Progress Chart Structure

Box Culvert (Package -2)Sl.

No. Chainage Strl.No Proposal Section Excv. PCC Raft Wall 1st

Wall 2nd Slab RWL Remarks

1 111+705 112/2 New const. 3x3 L&R complete.


3 107+557 108/1 New const. 6x4.5 L&R complete.




7 97+766 98/5 New const. 2.0x2.0 L&R complete.

8 97+119 98/1 New const. 3.0X3.0 L&R complete.



11 95+234 96/1 New const. 3.0X3.0 L&R complete.


13 93+082 94/1 New const. 1x2.5x2.5

Ramgarh Bypass

14 92+772 93/1 New 1x2.5x2.6

15 91+890 92/3A New const. 1x2.5x2.5

L A PROBLEM

16 91+711 92/3 New const. 1x2.5x2.5

17 91+410 92/2 New const. 1x2.5x2.5

18 91+300 92/1 New const. 1x2.5x2.5

19 90+702 91/3 New const. 1x2.5x2.5

20 90+132 91/1A New const. 1x2.5x2.5

21 89+698 90/2 New const. 1x2.5x2.5

22 89+306 90/1 New const. 1x2.5x2.5

23 88+720 89/3 New const. 2x2.5x2.5

24 83+480 84/2 New const. 2.5x2.5

25 83+280 84/1A New const. 2.5x2.5

26 81+840 82/3 New const. 2x2.5x2.5

27 81+248 82/2 New const. 1x2.5x2.5 Villagers obstruction

28 80+580 81/2 New const. 1x2.5x2.5

29 79+720 80/4 New const. 2.5x2.5

30 76+579 77/2A New const. 1.5x1.5

Kujju Bypass

31 76+579 77/2 New const. 1.5x1.5

32 76+130 77/1 New const. 2x2

33 75+840 76/3 New const. 6x4.5

34 75+439 76/2 New const. 3x3

35 75+315 76/1 New const. 2x2

36 73+406 74/1 New const. 2.5x2.5


38 64+375 65/2 New const. 2.5x2 L&R complete.




42 50+050 51/1 New const. 2.5x2 L&R complete.



Pipe Culvert (Section-A)

Sl. No. Chainage Strl.No Proposal Section Excv. PCC

HW ist lift

Pipe Laying

HW 2nd lift

HW 3rd

&final lift

Encase/creddle conc. Remarks

1 115+360 116/1 widening 1x1200 RHS &completed.

2 112+860 113/2 widening 4x1200 RHS & LHS


29.2 Details of Minor Bridge

Chainage

Str.

No.

Part

of S

tr.

RHS

RemarksExc. PCC Raft

Wall Lifts

Cap Pedestal & Bearing

RCC T- Beam Girder

Slab

Crash Barrier & Broken

Kerb1st 2nd 3rd 4th 5th

57+794 (Bokaro Bridge) 58/1

A1 c c c c c c c c c c c C c

CompletedP1 c c c c c c c c c c c C c

P2 c c c c c c c c c c c c c

A2 c c c c c c c c c C c c c

61+720 (Dudhi Bridge) 62/1

A1 c c c c c c c c c C C C C

CompletedP1 c c c c c c c c c c c c c

A2 c c c c c c c c c c c c c

71+020 (Chautham Bridge) 72/1

A1 C C C C C C C C C C C C C

Completed P1 C C C C C C C C C C C C C

A2 C C C C C C C C C C C C C

84+903 85/2

A1 c C C c c c c c C c C c c

Completed P1 c c c c c c c c c c c c c

A2 c c c c C C C C C c C c c

104+036 (Bhenra Bridge) 105/1

A1 c c c c c C C C C C c c CCompletedP1 c c c c c c c c c c c c c

A2 c C C C C C C C c C C C c

108+219 (Baniya Nala Bridge) 109/1

A1 c c c c c c c C C c c c c Completed

A2 c c c c C C C C C c c c c



109+820 (Doma Bridge) 110/3

A1 c c c C C C C C c Completed



113+099 (Sapahi Bridge) 114/1

A1 c c c c c c c c c c c c cCompleted



115+595 (Rangoori Bridge) 116/2

A1 C C C C c C C C C c C c c

CompletedP1 C C C C c C C C C c C c c

P2 C C C C c C C C C c C c c

A2 C C C C c C C C C c C c c

29.3 Details of Major Bridge:

Str.

No.

Part

of S

tr.

RHS

Exc. PCC Raft

Wall Lifts

Cap Pedestal & Bearing

PSC T- Beam Girder

SlabCrash

Barrier & Broken Kerb

Remarks1st 2nd 3rd 4th 5th

86/2

A1 c c c c c c c C C c C C c p1 c c c c c c c C C c C C c p2 c c c c c c c c c C C C c p3 c c c c c c c c c c c c c p4 c c c c c c c c c c c c C p5 c c c C C C C c c c c c c p6 c c c c c c c c c c c c c p7 c c c c c c c C c c c c c p8 c c c c c C C C c c c c c p9 c c c c c c c c c c c c c

p10 c c c c c c c c c c c c c p11 c c c c c c c c c c c c c

A2 c c c c c c C c c c c c c



LHS

Chai

nage

Str.

No.

Part

of S

tr.

Crash Barrier & Broken

Kerb

Slab

PSC T-

Beam Girder

Pedestral &

BearingCap

Wall Lifts

Raft PCC Exc.5th 4th 3rd 2nd 1st

C C C C c c c C C C c c c

85+817(Damodar

Bridge)

86/2

A1

c c c c c c c c c c c c c p1











c c c c c c c c c c c c c A2



30 PROGRESS STRIP CHART OF HIGHWAY & STRUCTURES30.1 HIGHWAY

Distt

Left side

KM

Right side

Distt

Left side

KM

Right side

Distt

Left side

KM

Right side

Distt

Left side

KM

Right side

70366

71796

71796

LA Not Done

17 ROB (Total 2 Nos) NOS. ROB

16 MAJOR BRIDGE (Total 1 Nos) NOS. MAJOR BRIDGE1

2

7 Completed

9

13 BOX CULVERT NOS. BOX CULVERT

15 MINOR BRIDGE (Total 9 Nos)

69896

11 TREE CUTTUNG COMPLETED KM. TREE CUTTING COMPLETED

39 Completed

PIPE CULVERT NOS. PIPE CULVERT12

NOS. MINOR BRIDGE

14 VUP/PUP (Total 7 Nos) NOS. VUP

9 EXCAVATION COMPLETED. KM. EXCAVATION COMPLETED

10 C & G COMPLETED. Ha. CLEARING AND GRUBBING

108 Completed

6 GSB KM. GSB

69536

69606

69646

8 EMBANKMENT TOP COMPLETED. KM. EM BANKMENT TOP

7 SUBGRADE TOP KM. SUBGRADE 69696

70366

Ch. Br.

WMM-TOP

WMM-1st

DBM 1st KM. DBM

5 WMM 1st KM.

4 WMM TOP KM.

3

2 DBM Top KM. DBM Top

1 BC KM. BC69500

69560

90

RHS LHS

Ranchi ( 17.834 KM)

98 99 100

101

102

103

116

114

115

110

111

112

113

104

105

106

107

108

109

Ch. Br.

95 9685 86 87 88 89

7269 70 71

Ramgarh

79 80 81 82 83 84 97 9891 92 93 94

Hazaribag – Ranchi Section of NH–33 from Km 40.500 to Km 114.000 in the State of J harkhand under NHDP Phase III on BOT(Annuity) basis.

STRIP CHART AS ON (31.03.2013)Hazaribagh ( 19.5 KM)

41 42 43 44 45 46 47 6054 55 56 57 58 5948 49 5350 51 52

Ramgarh (36.465 KM)

60 61 62 63 64 65 66 7973 74 75 76 77 7867 68

DAMODARRanchi

Road ROBRamgarh cant ROB

START OF KUJJU

END OF KUJJU & START OF RAMGARH BYPASS

END OF Ramgarh BYPASSDAMODAR



30.2 Quality Assurance & Quality ControlLaboratory in Morangi & Chuttupalu camp have been established.

Borrow area has been approved for the embankment and sub grade material.

Third party test have been done for the water & fill material.

Mix Design of Granular Sub base has been approved for both the Sections.

Mix Design of WMM has been approved for both the Sections.

Mix Design of DBM/BC has been approved for both sections by I.E.

No. of Test Conducted

No. of Test pass

No. of Test Fail

QuantityNo. of Test

Conducted

No. of Test pass

No. of Test Fail

QuantityWitnessed

by I.C

No. of Test

Conducted

No. of Test pass

No. of Test Fail

QuantityUnit

453 443 10 1test/250 m. 0 0 0 0 453 443 10448 438 10 1test/250 m. 0 0 0 0 448 438 10445 435 10 1test/250 m. 0 0 0 0 445 435 10448 438 10 1test/250 m. 0 0 0 0 448 438 10419 373 50 1test/250 m. 0 0 0 0 419 373 50

4049 4028 145 1 set = min 6 pits 54 54 0 36 4103 4082 145992 992 0 2test/3000 cum. 36 36 0 24 1028 1028 0992 992 0 2test/3000 cum. 36 36 0 24 1028 1028 0992 992 0 2test/3000 cum. 36 36 0 24 1028 1028 0992 992 0 2test/3000 cum. 36 36 0 24 1028 1028 0457 749 6 1test/3000 cum. 18 18 0 12 475 767 6

56056 55698 306 1 set = min 6 pits/1 set= min. 10 pits

2724 2724 0 1826 58780 58422 3061400 1457 6 1/200 cum. 62 62 0 36 1462 1519 61384 1378 6 1/200 cum. 62 62 0 36 1446 1440 620 20 0 As required 0 0 0 0 20 20 017 17 0 As required 0 0 0 0 17 17 010 10 0 As required 0 0 0 0 10 10 010 10 0 As required 0 0 0 0 10 10 0

9988 9940 48 1test/500 m2 360 360 0 240 10348 10300 48

2197 2197 5 1test/100 cum. 83 83 0 48 2280 2280 52181 2181 0 1test/100 cum. 83 83 0 48 2264 2264 012 12 0 As required 0 0 0 0 12 12 0

1320 1320 0 1test/200 cum. 44 44 0 26 1364 1364 01324 1324 0 1test/200 cum. 44 44 0 26 1368 1368 011 11 0 As required 0 0 0 0 11 11 0

16284 16152 132 1test/500 m2 300 300 0 192 16584 16452 132582 582 0 1test/Bulker 43 43 0 24 625 625 0

Absolute Viscosity 582 582 0 1test/Bulker 43 43 0 24 625 625 0Kinematic Viscosity 582 582 0 1test/Bulker 43 43 0 24 625 625 0Penetration 582 582 0 1test/Bulker 43 43 0 24 625 625 0Softening Point 582 582 0 1test/Bulker 43 43 0 24 625 625 0Ductility 582 582 0 1test/Bulker 43 43 0 24 625 625 0

MPR (QC) UP TO - MARCH-2013

Tests

No. of Test Upto LAST Month

Frequency Testing

No. of Test Of This Month (-March-2013) Cum. Test Upto This Month

M2

Atterberg's LimitProctor TestFree swelling TestCBR TestField Compaction

2 .EMB/SG/Borrow Area

Grain size analysis

1636078.75 89807.79 1725886.54

1 .OGL

Grain size analysis

563361.59 9600.00 572961.59

M3

Atterberg's LimitProctor TestFree swelling TestCBR TestField Compaction

188851.59 M3

Atterberg's LimitProctor TestCBR TestTen Percent Fine ValueWater absorptinField Compaction

4 .Wet MixMacadam

Gradation

161425.12 7442.44

3 .GranularSub Base

Gradation

178968.09 9883.50

168867.56 M3

Atterberg's LimitProctor TestAggregate Impact ValueCombined FI & EIWater absorptinField Compaction

5.Bitumen (VG-30)

Quality of Binder:-

9824.44 795.73 10620.17 MT



253 253 0 1test/Bulker 32 32 0 18 285 285 0Absolute Viscosity 253 253 0 1test/Bulker 32 32 0 18 285 285 0Elastic Recovery 253 253 0 1test/Bulker 32 32 0 18 285 285 0Penetration 253 253 0 1test/Bulker 32 32 0 18 285 285 0Softening Point 253 253 0 1test/Bulker 32 32 0 18 285 285 0Ductility 253 253 0 1test/Bulker 32 32 0 18 285 285 0

7.Emulsion (SS-1) 23 23 0 408.44 1test/Bulker 0 0 0 0.00 0 23 23 0 408.44 MT8.Emulsion (RS-1) 37 37 0 533.60 1test/Bulker 2 2 0 38.12 1 39 39 0 571.72 MT

1814 1814 0 624502.42 1test/500Sq.m 59 59 0 27737.50 32 1873 1873 0 652239.92 M2

10 .Tack Coat 4904 4904 0 1403648.26 1test/500Sq.m 324 324 0 ######## 186 5228 5228 0 1563412.76 M2

472 472 0 2 test/day / plant 8 8 0 6 480 480 0472 472 0 2 test/day / plant 8 8 0 6 480 480 0

1410 1410 0 2 Set/day of work, 1 Set=3 Specimen24 24 0 18 1434 1434 0

891 891 0 1test/50 Cu.m 22 22 0 16 913 913 0

891 891 0 1test/50 Cu.m 22 22 0 16 913 913 0933 933 0 1test/700Sq.m (As per IRC 111 2009)22 22 0 16 955 955 0


1553 1553 0 2 Set/day of work, 1 Set=3 Specimen66 66 0 42 1619 1619 0950 950 0 1test/50 Cu.m 52 52 0 34 1002 1002 0950 950 0 1test/50 Cu.m 52 52 0 34 1002 1002 0

1262 1262 0 1test/700Sq.m (As per IRC 111 2009)70 70 0 46 1332 1332 0


27 27 0 2 Set/day of work, 1 Set=3 Specimen0 0 0 0 27 27 05 5 0 1test/50 Cu.m 0 0 0 0 5 5 05 5 0 1test/50 Cu.m 0 0 0 0 5 5 00 0 0 1test/700Sq.m (As per IRC 111 2009)0 0 0 0 0 0 0

6 6 0 0 0 0 0 6 6 0298 298 0 2 test/day / plant 31 31 0 18 329 329 0282 282 0 2 test/day / plant 31 31 0 18 313 313 0830 830 0 2 Set/day of work, 1 Set=3 Specimen102 102 0 63 932 932 0525 525 0 1test/50 Cu.m 91 91 0 62 616 616 0525 525 0 1test/50 Cu.m 91 91 0 62 616 616 0

1770 1770 0 1test/250 Sq.m 467 467 0 284 2237 2237 0

ViscosityViscosity

1078.00

Field Compaction

6.Modified Bitumen (PMB - 70)

Quality of Binder:-

4349.52 583.33 4932.84 MT

9 .Prime CoatRate of Spray

Rate of Spray

11 .DenseBitunimous Macadam (Gr.1)

Gradation

40024.25 41102.25 M3

Binder Content /GradationMarshall StabilityAggregate Impact ValueCombined FI & EIField Compaction

12 .DenseBitunimous Macadam (Gr.2)

Gradation

40325.958 2260.30 42586.258 M3

Binder Content /GradationMarshall StabilityAggregate Impact ValueCombined FI & EI

0 M3

Gradation

0 0.00

Binder Content /GradationMarshall StabilityAggregate Impact ValueCombined FI & EIField Compaction

14. Bituminous Concrete (Grade - 2)

Trial

22418.42 4789.73

13 .

Semi Dense Bitunimous Concrete

27208.15 M3

GradationBinder Content /GradationMarshall StabilityAggregate Impact ValueCombined FI & EIField Compaction



0 0 0 0 0 0 0 0 0 041 41 0 2 test/day / plant 0 0 0 0 41 41 039 39 0 2 test/day / plant 0 0 0 0 39 39 0107 107 0 2 Set/day of work, 1 Set=3 Specimen0 0 0 0 107 107 078 78 0 1test/50 Cu.m 0 0 0 0 78 78 078 78 0 1test/50 Cu.m 0 0 0 0 78 78 0292 292 0 1test/250 Sq.m 0 0 0 0 292 292 0

92 92 0 2 test/day / plant 0 0 0 0 92 92 092 92 0 2 test/day / plant 0 0 0 0 92 92 099 99 0 1test/50 Cu.m 0 0 0 0 99 99 095 95 0 1test/50 Cu.m 0 0 0 0 95 95 071 71 0 1test/700Sq.m (As per IRC 111 2009)0 0 0 0 71 71 0

1635 1635 0 1 test for every day's work.27 27 0 18 1662 1662 01635 1635 0 1 test for every day's work.27 27 0 18 1662 1662 01635 1635 0 1 test for every day's work.27 27 0 18 1662 1662 01381 1381 0 once in a week. 27 27 0 18 1408 1408 0

2274 2274 0 0 123 123 0 72 2397 2397 0

3813 3813 0 0 378 378 0 174 4191 4191 0

1863 1863 0 0 156 156 0 108 2019 2019 0

3972 3972 0 0 198 198 0 141 4170 4170 0

1017 1017 0 0 303 303 0 207 1320 1320 0

1863 1863 0 0 633 633 0 447 2496 2496 0264 264 0 0 51 51 0 36 315 315 0783 783 0 0 72 72 0 42 855 855 0

72 72 0 0 6 6 0 6 78 78 0

162 162 0 0 30 30 0 24 192 192 0

147 147 0 0 6 6 0 3 153 153 0

252 252 0 0 24 24 0 18 276 276 0

24 24 0 0 12 12 0 9 36 36 0

30 30 0 0 0 0 0 0 30 30 0

156 156 0 0 18 18 0 12 174 174 0

276 276 0 0 0 0 0 0 276 276 0

15. Bituminous Concrete (Grade - 1)

Trial

2343.12 0.00 2343.12 M3

GradationBinder Content /GradationMarshall StabilityAggregate Impact ValueCombined FI & EIField Compaction

16.

Bituminous Macadam

Gradation

3810.18 0.00 3810.18 M3Binder Content /GradationAggregate Impact ValueCombined FI & EIField Compaction

17.Concrete Works

Grad. & Silt content of FA

83781.85 2477.50 86259.4 M3

Gradation of CAAIVF.I Compressive StrengthM15 (7 Days)M 15 (28 Days)M 20 (7 Days)M 20 (28 Days)M 25 (7 Days)M 25 (28 Days)

M 35 (7 Days)M 35 (28 Days)

M 40 (7 Days)M 40 (28 Days)M 45 (7 Days)M 45 (28 Days)

M 35 PILE (7 Days)M 35 PILE (28 Days)

M30 (7Days)M30 (28Days)



280 280 0 0 1 1 0 1 281 281 0406 406 0 0 1 1 0 1 407 407 0376 376 0 0 1 1 0 1 377 377 0

258 258 0 0 9 9 0 267 267 0270 270 0 0 9 9 0 279 279 0261 261 0 0 6 6 0 267 267 00 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0

23 23 0 Daily Production 0 0 0 0 23 23 0Proctor Test 1 1 0 As required 0 0 0 0 1 1 0

23 23 0 Daily Production 0 0 0 0 23 23 023 23 0 Daily Production 0 0 0 0 23 23 0152 152 0 3 Test per 1000 sqm 0 0 0 0 152 152 090 90 0 2 cubes / 150 m3 0 0 0 0 90 90 0

53 53 0 Daily Production 0 0 0 0 53 53 053 53 0 Daily Production 0 0 0 0 53 53 053 53 0 Daily Production 0 0 0 0 53 53 047 47 0 As per Specification 0 0 0 0 47 47 0138 138 0 2 Beams / 150 m3 0 0 0 0 138 138 0132 132 0 2 Beams / 150 m3 0 0 0 0 132 132 0150 150 0 2 cubes / 150 m3 0 0 0 0 150 150 0168 168 0 0 0 0 0 168 168 0

577118.60 18057.00 595175.6Nos.

of Bags

Initial &Final Setting TimeFinenessCompressive Strength( 3 Days )( 7 Days )( 28 Days )SoundnessSpecific Gravity

19. Dry Lean Concrete (DLC)

Gradation

18.Cement

Consistency

529.48 0.00 529.48 M3FI AIVField Compaction TestCompressive Strength

0.00 814.49 M3

FI AIVTexture DepthFlexural Strength (7 Days)Flexural Strength (28 Days)Compressive Strength(7 Days)

Compressive Strength(28 Days)

20. Pavement Quality Control (PQC)

Gradation

814.49



31. SAFETY AND TAFFIC MANAGEMENT

Status of PPE on Site :-o Usage : - Personal protective equipment (PPE) to reduce employee

exposure to hazards when engineering and administrative controls are not feasible or effective in reducing these exposures to acceptable levels. Employers are required to determine if PPE should be used to protect their workers.

a. Be appropriate for the risks involved and the conditions at the place of exposure

b. Take account of ergonomic requirements, the state of health of the person who wears it and the duration of its use;

c. Be capable of fitting the wearer correctly d. Be, so far as is reasonably practicable, effective to prevent or adequately

control risks involved without increasing the overall risk

o PPE Availability on site :-a. These 750mm one piece composite Rubber traffic cones (CRC) come

complete with D2 reflective sleeve which fully conforms to BS EN 13422:2004. These road cones are manufactured from recycled material.

b. Reflective tapesc. Delineatord. Night Vision Boardse. Head Protection , Hand Protection, Safety Footwear, Yellow High

Visibility Clothing.

o Functionality :-a. Rubber Traffic Cones: - Its Function is on the crossing of roadways,

maintenance of freeways, dangerous zone, and Road sites and so on.b. Reflective tapes:-One of the most important attributes of road safety is

line visibility. The importance of this function to resist the wear and tear caused by regular traffic and changing climate conditions. These reflective road tapes suitable for both longitudinal and transverse installation in locations that experience substantial traffic activity.

c. Delineator:-The road delineators are functioning to its adjacent boundary line of the traffic lane in order that the driver can determine conveniently, correctly and continuously the exact distance of the car from either boundary of the roadway, enabling motorists, as they maintain their normal driving posture, to avoid accidents.

d. Night Vision Boards:-The function of Night vision board is to provide the Clear visibility to adjacent boundary line of the traffic lane to avoid accidents.

e. Head Protection , Hand Protection , Safety Footwear , Yellow High Visibility Clothing :-These PPE are function in such manner, that the labour on site should be visible from long distance due to the reflective material and protect them from any uncertain hazard happen on site.

Deep Cuts -o Barricading along Excavation:- Any person making any excavation affecting or

impacting a county road or public way shall erect and maintain about the excavation site sufficient guards, signals, barricades, and lights to give warning


http://www.manchestersafety.co.uk/index.php?action=store&ctg=4&show_ctg=279











to approaching vehicular and pedestrian traffic. The guards, signals, barricades and lights shall remain in place until the road is restored to its original condition and all construction associated with excavation completed, including the removal of all rocks, dirt, and construction materials from the road or public way.

o Sign Boards:-These Boards are provided to avoid the accidents and to intimate the consumers for taking proper precaution while driving from the Deep cuts areas.

a) Management decision taken with respect to safety: - All the ghatt section slope is to be rechecked and is to be rectified if necessary.

31.1 Letters (March 2013):-

S.NoOutgoing

Date Subject Letter No.

1 1/03/2013 Reg:- Invoice No.31 for the Month of February UNI/RAN/NHAI/INVOICE/13/1396

2 07/03/2013 Reg:- Weekly Progress Report. UNI/RAN/NHAI/W.P.R/13/1397

3 08/03/2013 Reg:- Lok sabha Adonitted un-started. Question no.1257 UNI/RAN/NHAI/HIGHWAY/13/1398

4 14/03/2013 Reg:- Site Inspection Report for the Month of February 2013. UNI/RAN/NHAI/INSPECTION/13/1399

5 19/03/2013 Reg:- MPR for the Month of February. UNI/RAN/NHAI/MPR/13/1400

6 21/03/2013 Reg:- Weekly Progress Report. UNI/RAN/NHAI/W.P.R/13/1401/21th

March 2013

7 21/03/2013 Reg:- Weekly Progress Report. UNI/RAN/NHAI/W.P.R/13/1402/14th March 2013

8 21/03/2013 Reg:- Detail of Survey team UNI/RAN/NHAI/SURVEY/13/1403

9 22/03/13 Reg:- Pending Payment of Service Tax. UNI/RAN/NHAI/Accounts/13/1404

10 25/03/13 Reg:- Mis Report UNI/RAN/NHAI/Mis/13/1403



11 28/03/2013 Reg:- Weekly Progress Report. UNI/RAN/NHAI/W.P.R/13/1408

12 30/03/2013 Reg:- Invoice No.32 for the Month of March 2013. UNI/RAN/NHAI/INVOICE/13/1407



32. LAND ACQUISITION STATUS:

Time Period as

per CA

Total Land to

be handed over by

Authority As per

CA (Kms)

Encroachment free land

Balance land encumbranc

e free for four laning

Balance encumbrance

land to be handed over

for the service Road

Reason for Shortfall / Action taken

100% within 90 Days from Appointe

d Date

73.799 KM 71.835 KM 1.964 Km 4.41 Km

(Both Side)

1) Most of the Government land

encroached by villagers.2) 3Gprocess is delayed. 3)

Various Compensation/Arbitration

issues are Pending. 4) Villagers forcefully not

vacating land for construction.

33. NCR Reports.



NCR Issued By Independent Consultant. Annexure -I

Sl No

.Particulars Letter No. Subject Outgoing

DateCompliances Received from Concessionaire.

Pending Non-

Confirmation Report

Remarks

1

Non - Compliance Report No.

001.

UNI/RAN/CONC/NCR/11/158

Traffic Management & Associated Safety

22/01/2011 on 28/1/2011 by HREL/PRJ/TEC/ICO/290 -

2


002.

UNI/RAN/CONC/NCR/11/159 Traffic Plying on NCW. 22/01/2011 on 28/1/2011 by

HREL/PRJ/TEC/ICO/294 -

3


003.


Dumping of Unsuitable & Surplus Material


4


004.

UNI/RAN/CONC/NCR/11/161 Surface of GSB 22/01/2011 on 28/1/2011 by


5


005.


Pier in the middle of waterway in the Doma Bridge (Ch:109+820)


6


006.

UNI/RAN/CONC/NCR/11/674 Raft Casting of Damodar. 8/12/2011 on 23/8/2011 by


7


007.

UNI/RAN/CONC/BRIDGE/11/680

Box Culvert Surface Bulging & Offset in Vertical & Horizontal face.


8


008

UNI/RAN/CONC/BRIDGE/12/836Chautham Bridge at Ch: 71+020


9


009

UNI/RAN/CONC/BRIDGE/12/808 VUP at Ch: 82+538 20/01/2012 on 30/01/2012 by


10


10

UNI/RAN/CONC/BRIDGE/12/1032Box Culvert At Ch: 76+579 RHS

01/05/2012 on 10/05/2012 by HREL/PRJ/TEC/ICO/1534 - -

33.1 Quantity of Materials Consumed in the Project



Sl. No.

Name of Company

Name of Work

Name of Minor Material

Total Quantity Estimated for the

Project (cum)

Quantity Consumed up to

31st March 2012 (cum)

Remarks

1

G R Infraprojects

Ltd.

Hazaribagh-Ranchi

Section of NH-33 from

(km. 114.00) on

DBFOT (Annuity)

basis under NHDP

Phase-III in the state of Jharkhand

Boulder/Aggregate 1125090 743485

2 Stone Dust 291460 204806

3 Sand 170000 71293

4 Soil/Moorum 2582900 1430586



33.2 Royalty of Minor Minerals.

Sl. No. Month Earth Work Road Way Excavation Earth Work in Filling Remarks

1 Aug-10 36433 36579

2 Sep-10 31276 39618

3 Oct-10 54999 61223

4 Nov-10 31951 40048

5 Dec-10 73676 90289

6 Jan-11 52126 68089

7 Feb-11 67885 56342

8 Mar-11 53291 34398

9 Apr-11 17663 21902

10 May-11 29691 25776

11 Jun-11 20700 30221

12 Jul-11 19165 14036

13 Aug-11 1688 37874

14 Sep-11 12515 21674

15 Oct-11 77018 31647

16 Nov-11 69224 46069

17 Dec-11 120103 167264

18 Jan-12 94329 101170

19 Feb-12 65699 260907

20 Mar-12 75051 245554

34. Site Photographs



Four Lane Completed


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