Monthly Progress Report for March 2015 …nhai.org.in/spw/ConcessionaireDetails/Mar 15.pdf · Design, Engineering, Construction, Development, Finance, Operation and Maintenance of

4 laning of Pune Solapur section of NH-9

From km 144.400 to 249.000 in the State of Maharashtra on DBFOT Page 1

Design, Engineering, Construction, Development, Finance, Operation and

Maintenance of 4 Laning of Pune-Solapur Section of NH-9 From Km 144.400 To Km

249.000 In The State of Maharashtra Under NHDP Phase III On Design, Built,

Finance, Operation and Transfer (DBFOT) Basis

Monthly Progress Report for March 2015

Concessionaire : Pune Sholapur Road Development Company Ltd.



Table of Contents

Chapter 1 : Project Brief............................................................................................................. 3

1. Project Corridor .............................................................................................................................. 3

2. Project Details ................................................................................................................................. 4

3. Project Scope................................................................................................................................... 5

Chapter 2 : Executive Summary................................................................................................ 6

Chapter 3 : Project Status........................................................................................................... 7

1. Status of Land Acquisition ............................................................................................................. 7

2. Project Milestones .......................................................................................................................... 7

3. Status of Pre-Construction Activities ............................................................................................ 8

I. Status of Electrical Poles & Water Pipeline Shifting ............................................................... 8

Note : Balance utility shifting works are affected due to non availability of ROW ...................... 8

II. Status of Tree Cutting ............................................................................................................. 8

4. Mobilization Status ......................................................................................................................... 9

I. Logistic Plan................................................................................................................................ 9

II. Mobilizations Status of Major Plants and Equipments....................................................... 10

III. Mobilization status of Concessionaire Manpower .............................................................. 11

IV. Mobilization status of EPC Manpower................................................................................ 13

V. Review of Construction Drawings ....................................................................................... 14

VI. Weather Report of March 2015............................................................................................ 15

Chapter 4 : Quality of Construction ....................................................................................... 16

1. Monthly Quality Report for Mar-2015 ........................................................................................ 16

Chapter 5 : PROGRESS STATUS .......................................................................................... 27

1. Status of Completion of Punch List Works (Punch List-I)..................................................... 29

2. Concessionaire Obligation ........................................................................................................... 33

3. Authority obligation ..................................................................................................................... 34

4. Status of Applicable Permits ........................................................................................................ 35

5. Accident Report: ........................................................................................................................... 35

Chapter 6 Construction Constraints ....................................................................................... 36

Chapter 7 : Project Photographs ............................................................................................. 37



Chapter 1 : Project Brief

1. Project Corridor

The project stretch falls between PWD Chainage Km 144+400 and Km 249+000 of

National Highway NH-9 between Pune and Solapur. The alignment is mainly in rolling

terrain containing a good number of combinations of vertical and horizontal curves. The

profile of the carriageway is close to the natural ground profile. This reduced the number of

embankment and cut section but there exist a few small stretches of embankment with

insufficient shoulder widths and unprotected side slopes.

Along project stretch there are many industrial sites. One special feature of this stretch is

industry based Solapur MIDC and a number of sugar factories as this is one of the highest

sugar producing belts. Along the project section there are three major towns namely

Tembhurni, Modnimb and Mohol. 6 major junctions affect considerably the main line traffic

and its flow characteristics.

As per Concession Agreement, Concessionaire (PSRDCL) has to construct, operate and

maintain the Project (the ‘Concession”) for a period of 20years and also agrees to

implement the project subject to and in accordance with the terms and conditions set forth

in the agreement.



2. Project Details

Project Title : Design, Engineering, Construction, Development,

Finance, Operation and Maintenance of 4 Laning of

Pune-Solapur Section of NH-9 From KM 144.400 to

KM 249.000 in the State of Maharashtra under NHDP

Phase III on Design, Build, Finance, Operate and

Transfer (“DBFOT”) Basis.

Client : National Highways Authority of India (NHAI)

Concessionaire : Pune Solapur Road Development Company

Limited (PSRDCL)

Independent Engineer : Intercontinental Consultants & Technocrats

Pvt Ltd

Project Developer : M/s IL&FS Transportation Networks Ltd

Construction Contractor : M/s IL&FS Engineering & Construction

Company Limited (IECCL)

Design Consultant : Design & Development Unit, ITNL, Ahmadabad

Concession Agreement Date : September 30, 2009

Concession Period : 19 Years 295 Days

Appointed Date : 28th September 2011

Schedule Project Completion

Date (SPCD) : 14th January 2014

Grant : Rs. 285 Cr

Provisional Completion Date : 23rd August, 2013



3. Project Scope

Main Carriageway Length : 101.30 km Service Road : 83.05 km ROB : 2 Nos Major Bridge : 7 Nos Minor Bridge : 21 Nos Grade Separator : 1 No Box / Pipe Culvert : 212 Nos Vehicular Underpass : 12 Nos Pedestrian Under Pass : 12 Nos At Grade Junction : 28 Nos Toll Plaza : 2 Nos



Chapter 2 : Executive Summary

Monthly Progress Report (MPR)

Report for the year : 2014-2015 Month: March Date: 07/04/2015

Item Highlights

Provisional Completion Certificate.

Provisional Completion Certtificate for the Project has been issued with effect from 23rd August 2013 for 80.85 Km stretch.. The Tolling Operations have been commenced with effect from 08:00 Hrs on 31st August 2013. Operation and Maintenance Activities are in progress for which separate Progress Report is submitted.

Overall Progress Overall progress achieved up to March 2015 is 91.8%

Punch List Works All the works covered under Punch List have been completed except the works affected due to issues of Land Acquisition and other local issues. Status is given in Chapter 5 (2)

Physical Progress for Road Works

• Item wise progress details are shown in Chapter 5.( 1)

Physical Progress for Bridges

• Total scope consist of 7 MJBs o Work have been completed for all 7 Nos o Detailed Progress status is given in Chapter 5

• Total Scope consist of 21 MNBs o Work taken up for all MNBs except at Tembhurni Bypass o Detailed Progress status is shown in Chapter 5

Physical Progress for Other Structures

• Of the 212 nos. of Pipe/Box culverts, 206 nos of Culverts have been taken up for construction

• Sub-structure and Superstructure Works are in progress for VUPs and PUPs.

Other Works

• Avenue Plantation works are in progress- 17,830 No of Trees are planted • Median Plantation works are nearing completion. • Toll Plaza Works are completed. • Traffic Signage Works are nearing completion at all available stretches • Road Marking works are nearing completion in all available stretches • Fixing of Emergency Call Boxes have been completed. • Metal Beam Crash Barriers, Pedestrian Guard rails and Concrete Crash

Barriers are nearing completion.

Status of Approvals/ Clearences

• All approvals/clearances have been obtained. The status report is tabulated in Section-VI

Construction Constraints

• Details given in Chapter-6 • Work affected for 3.678 Km due to non availability of Land. • Land Acquisition is pending for Toll Plaza & Other Facilities. • Tembhurni Bypass Land Acquisition is yet to be done.



Chapter 3 : Project Status

1. Status of Land Acquisition

Land Availability- Linear Status

SN# Description Length (Km)

1 Total Project Length 101.300

2 Clear Length available for Construction 97.540

3 Length affected due to land Acquisition Issues (Main Carriageway = 2.273 + Service Road = 1.405)

3.678

A detailed list for the entire stretch showing the Land Availability and Hindrances is given in Annexure-B

2. Project Milestones

SN# Project Milestone Scheduled Time Period Current Status

I

• Construction of Project Highway shall

have commenced.

• Expended not less than 10% of the total

capital cost set forth in Financial Package

Shall occur on 180th

day from Appointed date.

Achieved and intimated to Authority on Feb 29, 2012

II

• Construction of all bridges shall have

commenced.





Achieved and intimated to Authority on Aug 29, 2012

III

• Construction of all Project Facilities shall

have commenced.





Achieved and intimated to Authority on Apr 04, 2013

IV • The scheduled four Laning Date Shall occur on 910th


Provisional Completion Certificate has been issued on 23rd August 2013.

SN# Description Area in Ha. % Remark

1 Total Land Required 640.3 100

2 Existing ROW 352.3 55.02

3 Total Land to be Acquired 288.0 44.98

4 3G Award Declared by SLAO 262.5 41.00



3. Status of Pre-Construction Activities

I. Status of Electrical Poles & Water Pipeline Shifting

SN# Description Total Scope

(Km)

Shifted as on March - 2015

( Km)

Balance (Kms)

1 Electric Pole 64 62 2

2 Water Pipeline 30 28 2

Note : Balance utility shifting works are affected due to non availability of ROW

II. Status of Tree Cutting

• Tree Cutting is completed in entire Project except the proposed Tembhurni

Bypass Stretch

• Some of the existing trees have been accommodated in the New Central

Median



4. Mobilization Status

I. Logistic Plan

Location of Operating Camps:

1. Camp-1 @ Km.160 Location: Tembhurni

2. Camp-2 @ Km.209 Location: Yawali

Location of Operating Laboratories:

1. Camp-1 @ Km.160 Location: Tembhurni

2. Camp-2 @ Km.209 Location: Yawali



II. Mobilizations Status of Major Plants and Equipments

S.N Description of Equipment Capacity Total No. Mobilized

1 Crushing Plant 200TPH 2

2 Mobile Crusher - 1

3 Batching Plant 30/20

CUM/Hr 1

4 Hot Mix plant 160TPH 1

5 WMM Plant 200TPH 1

6 Grader 120H 2

7 Roller 10T 4

8 Dozer D8 1

9 Paver 5.5M 2

10 Tipper/Hyva 11M3 40

11 Transit Mixer 6.5M3 5

12 Crane Hydra 12Mt 5

13 Water Tanker 12KL 7

14 Diesel Tanker 4KL -

15 Trailor 40T 1

16 Crane 20 T 20 T 2

17 Crane 200 T 200 T -

18 Crane 40 T 40 T 1

19 Wheel Loader 1.7Cum 4



S.N Description of Equipment Capacity Total No. Mobilized

20 Backhoe Loader 0.25M3 4

21 Excavator 320/200 4

22 Concrete Pump 20Cum 2

23 Weigh Bridge 60Ton 2

24 Boom Placer 40 Cum -

25 PTR 8T 1

26 Sprayer - 2

27 Tandem Roller 10T 2

28 Kerb Paver - -

III. Mobilization status of Concessionaire Manpower

S. N. Designation Total No. Mobilized (Nos.)

1 Managing Director /Regional Head 1

2 Associate VP/ Project In charge

1

3 Assistant VP 0

4 Sr. Managers 2

5 Managers 2

6 Associate Manager 0

7 Dy. Managers 1

8 Assistant Manager 1

9 Engineers 2

10 Lab Engineers 1

11 Officer 2

12 Sub-Staff 2

TOTAL 14



Concessionaire-Organization chart



IV. Mobilization status of EPC Manpower

S. N. Designation Total No. Mobilized

(Nos.)

1 Project Manager 1

2 Engineers

2.1 Highways 2

2.2 Structures 2

2.3 Quality Control 2

2.4 Quantity Survey 1

2.5 Survey 2

2.6 Safety 1

2.7 Planning 1

2.8 Plant & Machinery 6

3 P&A 1

4 Purchase 1

5 Accounts 1

6 Stores 1

7 Steel Yard 2

8 Foreman & Supervisors 17

9 Operators/Drivers 85



V. Review of Construction Drawings

SN# Description Scope Submitted Reviewed Remarks

A ROAD WORKS (KM):

1 Plan & Profile(MCW) 101.30 101.30 101.3

2 Plan & Profile (Service road)

83.05 83.05 83.05

3 Typical Cross section 18 18 18

B STRUCTURES (Nos) :

1 Pipe Culverts 145 145 145

2 Slab / Box Culverts 67 67 67 .

3 Minor Bridges 21 20 20 1 nos already having 4 laning

4 Major Bridges- Foundation & Substructure

07

07 07

5 Major Bridges- Superstructure

07 07

6 VUP 12 11 11 One number has been deleted as negative COS.

7 PUP 12 12 12

8 Grade Separator 01 01 01

9 ROB- Foundation & Substructure

02 02 02 Approval obtained from Railways

10 ROB- Superstructure 02 02 02 Approval obtained from Railways



VI. Weather Report of March 2015

Date Temperature (oC)

Rainfall (mm) Remarks

Maximum Minimum

1-Mar-15 32.0 17.3 0.8

2-Mar-15 32.5 15.8

3-Mar-15 31.9 14.6

4-Mar-15 34.6 15.9

5-Mar-15 35.8 18.9

6-Mar-15 38.8 17.5

7-Mar-15 38.5 18.8

8-Mar-15 39.7 20.2

9-Mar-15 35.3 20.6 1.25

10-Mar-15 33.1 21.2

11-Mar-15 37.1 19.5

12-Mar-15 37.3 20.2

13-Mar-15 37.8 20.3

14-Mar-15 36.6 21.4 1.0

15-Mar-15 37.1 21.7

16-Mar-15 37.2 20.8

17-Mar-15 38.9 20.4

18-Mar-15 40.7 21.4

19-Mar-15 41.2 21.2

20-Mar-15 40.0 21.9

21-Mar-15 41.6 21.6

22-Mar-15 42.4 24.2

23-Mar-15 41.9 24.4

24-Mar-15 42.1 22.8

25-Mar-15 41.6 24.5

26-Mar-15 42.0 24.7

27-Mar-15 41.5 23.1

28-Mar-15 25.8 24.8

29-Mar-15 28.9 22.7

30-Mar-15 38.4 23.5

31-Mar-15 40.5 21.4



Chapter 4 : Quality of Construction 1. Monthly Quality Report for Mar-2015

Construction

Item Type of Test Test Method Frequency of Test Units

Total no of tests (current month)

During this month

Required Conducted Failed Passed

OGL

Gradation IS 2720 Part 4 1 Test/200m

Km 0.0

0 0 0 0

Atterberg Limits IS 2720 Part 5 1 Test/200m 0 0 0 0

Proctor (Heavy Compaction) IS 2720 Part 8 1 Test/200m 0 0 0 0

CBR IS 2720 Part 16 As required 0 0 0 0

Free swell index IS 2720 Part 40 1 Test/200m 0 0 0 0

FDD IS 2720 Part 28 1 Test/1000m2

or Min. 6 Test m2 0.0 0 0 0 0

Existing

carriage way

Shoulder

(Subgrade)

Gradation IS 2720 Part 4 1 Test/500m

Km 0.0

0 0 0 0

Proctor (Heavy Compaction) IS 2720 Part 8 1 Test/500m 0 0 0 0


Free swell index IS 2720 Part 40 1 Test/500m 0 0 0 0

Borrow Area /

Excavation

Material for

Embankment

& Subgrade

Gradation IS 2720 Part 4 2 Tests/3000m3

Cum 24288

16 16 0 16

Atterberg Limits IS 2720 Part 5 2 Tests/3000m3 16 16 0 16

Proctor (Heavy Compaction) IS 2720 Part 8 2 Tests/3000m3 16 16 0 16

CBR IS 2720 Part 16 1 Test/3000m3 8 8 0 8

Free swell index IS 2720 Part 40 2 Tests/3000m3 16 16 0 16

So3 Content BS 1377 As required 0 0 0 0



Construction Item

Type of Test Test Method Frequency of Test Units


During this month


Embankment

& Subgrade FDD IS 2720 Part 28

Emb.1 test/1000m2 or

Min. 6 Test m2 161000 667 667 0 667

SG. 1 test/500m2 or

Min 6 Test m2 87042 447 447 0 447

GSB

Gradation IS 2386 Part 1 1 Test/200m3

Cum 2850

19 19 0 19

Water absorption IS 2386 Part 3 As required 0 0 0 0

Soundness IS 2386 Part 5 As required 0 0 0 0

Atterberg Limits IS 2720 Part 5 1 Test/200m3 19 19 0 19

Proctor(Heavy Compaction) IS 2720 Part 8 As required 0 0 0 0

Moisture content prior to

compaction IS 2720 Part 2 1 Test/250m2 0 0 0 0

Deleterious Content IS 2386 Part 2 As required 0 0 0 0

10 % Finess Value BS 812 Part 111 As required 0 0 0 0


Density of compaction layer IS 2720 Part 28 1 Test/500m2 or Min.6

Test m2 17062.00 90 90 0 90



Construction Item



During this month


WMM

Proctor(Heavy Compaction) IS 2720 Part 8 As required

Cum 5556

0 0 0 0

Atterberg Limits IS 2720 Part 5 1 Test/100m3 73 73 0 73

Gradation IS 2386 Part 1 1 Test/100m3 73 73 0 73

CBR IS 2720 Part16 As required 0 0 0 0

Water absorption IS 2386 Part 3 As required 0 0 0 0


AIV IS 2386 Part 4 1 Test/200m3 45 45 0 45

FI & EI IS 2386 Part 1 1 Test/200m3 45 45 0 45

Density of compaction layer IS 2720 Part28 1 Test/500m2 or Min.6

Test m2 44444.00 288 288 0 288

Prime Coat Viscocity Test IS 1206 1Test/Lot Lot 2 2 2 0 2

Rate of Spread of Binder IRC SP 11 1 test/500 sqm.

(min. 2 Tests per Day) Sqm 24049 56 56 0 56

Tack Coat Viscocity Test IS 1206 1Test/Lot Lot 2 2 2 0 2

Rate of Spread of Binder IRC SP 11 1 test/500 sqm. (min. 2 Tests per Day)

Sqm 41413 96 96 0 96

Bitumen

(VG 30)

Specific Gravity IS 1202 As required

Lot 13

0 0 0 0

Penetration Test IS 1203 2tests/lot 13 13 0 13

Softening Point Test IS 1205 2tests/lot 13 13 0 13

Viscocity Test IS 1206 2tests/lot 13 13 0 13

Ductility Test IS 1208 2tests/lot 0 0 0 0

Fire Point IS 1209 As required 0 0 0 0



Construction Item



During this month


BM

Specific Gravity & Water

absorption IS 2386 Part 3 1Test/mix design

MT 0

0 0 0 0

Individual Gradations From Dryer

IS 2386 Part 1

Min. 2 tests per day

0 0 0 0

Combined gradation 0 0 0 0

Extraction & Gradation ASTM D 1097 & IS

2386 Part 1, IRC SP 11 0 0 0 0

Aggregate Impact Value IS 2386 Part 4 1test/50cum of

Aggregate

0 0 0 0

FI & EI IS 2386 Part 1 0 0 0 0

Stripping value of aggregate IS 6241 As required 0 0 0 0

Water Sensitivity of mix AASHTO T 283 -89 As required 0 0 0 0


Percentage of fractured faces IS 2386 Part 1 As required 0 0 0 0

Density of Mix

ASTM D 1188

Min. 2 Sets per day 0 0 0 0

Density of compaction layer 1test/250sqm 0 0 0 0



Construction Item



During this month


DBM


absorption IS 2386 Part 3 As required

MT 5424

0 0 0 0


IS 2386 Part 1 1test/400MT of mix or


37 37 0 37

Combined gradation From Dryer 37 37 0 37


2386 Part 1, IRC SP 11 37 37 0 37

Stability of Mix ASTM D 1559 1test/400MT of mix or Min.

2 tests per day 37 37 0 37

Aggregate Impact Value IS 2386 Part 4

1test/50cum

48 48 0 48

FI & EI IS 2386 Part 1 48 48 0 48





Plasticity Index IS 2720 Part 5 As required 0 0 0 0

Density of compaction layer ASTM D 1188 1test/250sqm 154 154 0 154



Construction Item



During this month


PMB

Specific Gravity IS 1202 As required

Lot 1

0 0 0 0

Penetration Test IS 1203 2tests/lot 1 1 0 1

Softening Point Test IS 1205 2tests/lot 1 1 0 1

Viscocity Test IS 1206 2tests/lot 0 0 0 0

Ductility Test IS 1208 2tests/lot 1 1 0 1

Flash Point IS 1209 As required 0 0 0 0

Separation Test IRC SP 53 As required 0 0 0 0

Elastic Recovery IRC SP 53 2tests/lot 1 1 0 1

BC (Grade I)



MT 450

0 0 0 0

Individual Gradations From Dryer IS 2386 Part 1 1test/400MT of mix or


4 4 0 4



2386 Part 1, IRC SP 11 4 4 0 4



Loss of Stability in water ASTM D 1075 As required 0 0 0 0

Aggregate Impact Value IS 2386 Part 4 1test/50cum

4 4 0 4

FI & EI IS 2386 Part 1 4 4 0 4





Sand Equivalent Test IS 2720 Part 37 As required 0 0 0 0


Polished Stone Value BS 812 Part 114 As required 0 0 0 0




Construction Item



During this month


BC (Grade II)



MT 0

0 0 0 0


IS 2386 Part 1 1test/400MT of mix or


0 0 0 0



2386 Part 1, IRC SP 11 0 0 0 0



Loss of Stability in water ASTM D 1075 As required 0 0 0 0

Aggregate Impact Value IS 2386 Part 4

1test/50cum

0 0 0 0

FI & EI IS 2386 Part 1 0 0 0 0





Sand Equivalent Test IS 2720 Part 37 As required 0 0 0 0


Polished Stone Value BS 812 Part 114 As required 0 0 0 0




Construction Item



During this month


CEMENT-

43gr

Normal Consistency IS 4031 Part 4

One test for ever week

of cement - 5

5 5 0 5

Initial & final Setting IS 4031 Part 5 5 5 0 5

Fineness IS 4031 Part 1 5 5 0 5

Soundness IS 4031 Part 3 0 0 0 0

Strength - 28 days IS 8112 14 14 0 14

CEMENT-

53gr

Normal Consistency IS 4031 Part 4

One test for ever week

of cement - -

0 0 0 0

Initial & final Setting IS 4031 Part 5 0 0 0 0

Fineness IS 4031 Part 1 0 0 0 0

Soundness IS 4031 Part 3 0 0 0 0

Strength - 28 days IS 12269 0 0 0 0

Concrete

(Coarse

aggregate)

Gradation IS 2386 Part 1 1 test for production

- -

30 30 0 30

Specific Gravity &Water absorption IS 2386 Part 3 As required 0 0 0 0

Deleterious matters IS 2386 Part 2 As required 0 0 0 0

Soundness IS 2386 Part 5 Source approval 0 0 0 0

Alkali aggregate reactivity IS 2386 Part 7 Source approval 0 0 0 0

Aggregate Impact Value IS 2386 Part 4 1 test for week 4 4 0 4

Los Angles abrasion Value IS 2386 Part 4 Source approval 0 0 0 0

Flakiness Index IS 2386 Part 1 1 test for week 4 4 0 4



Construction Item



During this month


Concrete

(Fine

aggregate)

Deleterious content IS 2386 Part 2 As required

-

0 0 0 0

Specific Gravity &Water absorption IS 2386 Part 3 As required 0 0 0 0

Fineness Modules MOST Cl 1008 1 test for production 30 30 0 30

Alkali aggregate reactivity IS 2386 Part 7 Source approval 0 0 0 0

Gradation IS 2386 Part 1 1 test for production 30 30 0 30

Concrete

strength

M-15 (PCC) - 28 days (Sets)

Asper/IS-516

MORTH-1700-8 0-

5cum 1sample,

6-15cum 2sample, 16-

30cum 3sample, 31-

50cum4sample,

>50cum=4sample+1ad

dinalsample for each-

50cum. Cum

319.0 54 54 0 54

M-20 (PCC) - 28 days (Sets) 228.5 73 73 0 73

M-20 (RCC) - 28 days (Sets) 178.0 48 48 0 48

M-20 Kerb (PCC) - 28 days (Sets) 0.0 0 0 0 0

M-25 (RCC) - 28 days (Sets) 1141.0 145 145 0 145

M-30 (RCC) - 28 days (Sets) 8.0 13 13 0 13

M-35 (RCC) - 28 days (Sets) 32.0 1 1 0 1

M-40 (RCC) - 28 days (Sets) 4.0 1 1 0 1

M-45 (RCC) - 28 days (Sets) 15.0 0 0 0 0

M-50 (RCC) - 28 days (Sets) 0.0 0 0 0 0

DLC ( 7days) 3 samples for Each

1000 m2 0.0 0 0 0 0

PQC ( Cubes) - 28 Days 150 cum = 2 Beam & 2 Cubes or Not Less then 3

piar of Beam & Cubes for a

day

0.0 0 0 0 0

PQC ( Beams) - 28 Days 0 0 0 0



Construction Item



During this month


Water

Sulphade Chloride IS 3025 Part 28 & 32 One test/source

No. 0

0 0 0 0

Organic matter IS 3025 Part18 One test/source 0 0 0 0

Inorganic matter IS 3025 Part18 One test/source 0 0 0 0

Suspended matter IS 3025 Part 17 One test/source 0 0 0 0

PH IS 3025 One test/source 0 0 0 0

Admixture

Density

IS 9103

One test for lot

Lot 1

0 0 0 0

Physical As required 0 0 0 0

Chemical As required 0 0 0 0

NP4 & NP3

PIPES

Three edge bearing test IS 3597 As required

Lot 0

0 0 0 0

Hydrostatic test IS 3597 As required 0 0 0 0

Permeability test IS 3597 As required 0 0 0 0

Water absorption test IS 3597 As required 0 0 0 0

Straignt edge test IS 3597 As required 0 0 0 0

Dimension Test IS 458 One test for lot 0 0 0 0



Construction Item



During this month


TMT Steel

Bars

0.2 percent proof stress / yield stress IS 1608 One test for lot

Lot 0

0 0 0 0

Elongation IS 1608 One test for lot 0 0 0 0

Tensile strength IS 1608 One test for lot 0 0 0 0

Bend test IS 1599 One test for lot 0 0 0 0

Re Bend test IS 1786 One test for lot 0 0 0 0

Unit weight IS 1786 One test for lot 0 0 0 0

Chemical IS 228 As required 0 0 0 0



Chapter 5 : PROGRESS STATUS

Pune-Sholapur Road Development Company Limited

Work Progress up to March 2015

No Activity Unit Total

Scope Scope

(%)

Item wise Distribution

Completed up to

Mar'15 % Progress

( %)

1A Main Carriageway

a Embankment C way .KM 198.64

53.6

6.3 188.44 6.0

b Subgrade C way .KM 198.64 4.2 188.10 4.0

c GSB C way .KM 198.64 6.0 185.90 5.6

d WMM C way .KM 198.64 6.7 185.20 6.2

e DBM C way .KM 198.64 21.7 181.60 19.8

f BC C way .KM 202.6 8.7 179.00 7.7

1 B Service Road -

a Embankment/Subgrade C way .KM 83.05

16.5

2.1

82.10 2.1

b GSB C way .KM 83.05 2.0

81.30 2.0

c WMM C way .KM 83.05 2.2

77.70 2.1

d DBM C way .KM 83.05 7.2

70.40 6.1

e BC C way .KM 83.05 3.0

46.50 1.7

-

2 Pipe Culvets Nos 145 1.8 1.8 140

1.7

3 Slab / Box Culverts Nos 67 1.7 1.7 66

1.7

-

4 Major Bridges Nos

2.57

-

-

Foundation Nos 84 0.9 84

0.9

Substructure Nos 84 0.6 84

0.6

Super Structure Nos 74 1.0 74

1.0

5 Minor Bridges Nos -

5.28

-

-


1.7


1.2


2.0



Pune-Sholapur Road Development Company Limited

Work Progress up to March 2015

No Activity Unit Total

Scope Scope

(%)

Item wise Distribution

Completed up to

Mar'15 % Progress

( %)

6 VUP Nos -

1.51

-

-


0.5


0.4


0.6

7 PUP Nos -

1.21

-

-


0.4


0.3


0.5

8 Grade Separator Nos

1.51

- -


0.5


0.4


0.6

9 ROB Nos

1.51

-

-


0.5


0.4


0.6

10 RE Wall Sq.m

3

- -

Panel Casting Sq.m 80,000 2.4

80,000 2.4

Panel Erection Sq.m 80,000 0.6

77,955 0.6

11 Drain Km 53 2.7 2.7 52.8 2.7

12 Miscellaneous LS 100 7.1 7.1 88.50 6.3

Total Percentage (%) Progress

100 100 91.8

Strip Charts showing the progress of Road works & Major Structures are shown in Annexure-A



1. Status of Completion of Punch List Works (Punch List-I)

S

No Item of work Unit

Total Scope in

Stretches proposed for PCOD

Balance

work as per Punch

List-1 (Date

23.8.2013)

Completed

as on Date

Balance

as on date

Remarks Scheduled Completion

Date for balance works

Road Works

1 Service roads along the Project Highway Km 40.75 11 5.3 5.7 Works completed except for 5.7 km. affected due to non availability of

ROW

90 days from the date of

Handing over the ROW

2 Pedestrian Guard rail Km 7.94 1.2 1.2

- Completed. -

3 KM / 5th KM Stones No

158 16 16

- Completed -

4 Hectometre Stones No 632 50 50

-

Completed -

5 ROW Boundary Stones Km

80.85 80.85 73.97 6.88 Works completed except for 6.88 Km affected due to non availability of

ROW

30 Days from the date of

Handing over the ROW

6 Bus bays & Shelters No 36 30 30

- Completed -

7 Slope Protection & Chute Drains % 100 100 100

- Completed -

8 Painting of Kerb Km 80.85 5 5.00

- Completed -

9

ROW Plantation Km

80.85 55 48.12 6.88

Works completed except for 6.88 Km

affected due to non availability of ROW

60 days from the date of Handing over the ROW

10

Median Plantation

Km

80.85 5 4.5

0.5

Completed except at the unauthorised

median openings

60 days from date of

resolving local issues




S


Total Scope in


Balance

work as per Punch

List-1 (Date

23.8.2013)

Completed

as on Date

Balance

as on date



11 Highway Lighting -

a) Lighting from Ch: 216+300 to 216+800

Mtr. 0.5 0.5 0.5

-

Completed -

b) High mast Lights for Junctions at

Ch:234+936 & Ch: 237+970

NO. 2 2 2

- Completed -

c) Lighting in VUPs at Ch: 234+936 & Ch: 237+970

NO. 2 2 2

-

Completed -

12 Balance items of Compliance of Safety

Audit

% 100 100 100

- Complied -

Structure works -

1 Causeway for Service Roads No 10 10 10

0 -

a Minor Bridge @ Km 172.521 No 1 1 1 -

Completed -

b Minor Bridge @ Km 173.386 No 1 1 1 -

Completed -

c Minor Bridge @ Km 183.667 No 1 1 1 -

Completed -

d Minor Bridge @ Km 185.057 No 1 1 1 -

Completed -

e Minor Bridge @ Km 185.653 No 1 1 1

- Completed -




S


Total Scope in


Balance

work as per Punch

List-1 (Date

23.8.2013)

Completed

as on Date

Balance

as on date



f Minor Bridge @ Km 186.979 No 1 1 1 -

Completed -

g Minor Bridge @ Km 236.051 No 2 2 2 -

Completed -

h Minor Bridge @ Km 237.170 No 2 2 2 -

Completed -

2 Upstream and downstream

Protection works for culverts No 156 141 121

20

Work completed except at

locations affected due to Non-availability of Land & other local

issues at 20 Culverts

90 Days from the date of Handing over the ROW &

solving Local Issues

3 Protection Works for Bridge

Approaches No 20 16 15

1

Work completed except at MJB 223

which affected due to resistance by Land owner

30 Days from the date of

solving Land Owner Issues

4 Drainage Spout for Bridges No 20 17 17 -

Completed -

5 Rehabilitation of Existing Bridges No 6 5 5 -

Completed -

a Minor Bridge @ Km 152.299 No 1 -

Completed

b Minor Bridge @ Km 172.521 No 1

- Completed

c Minor Bridge @ Km 173.386 No 1 -

Completed




S


Total Scope in


Balance

work as per Punch

List-1 (Date

23.8.2013)

Completed

as on Date

Balance

as on date



d Minor Bridge @ Km 185.653 No 1

- Completed

e Minor Bridge @ Km 186.979 No 1

- Completed

f Major Bridge @ Km 230+855 No 1

- Completed

6 Pipe Railing on Crash Barrier of Bridges No 23 23 23 -

Completed -

7 Sealing of Joints of Precast Box Culverts Segments using Epoxy Grout

No 5 5 5 -

Completed -

8

Construction of Box Culvert Ch: 223.675

(LHS), 214+274-(LHS) 202.264 (RHS), 194.464 (RHS), 183+748 (LHS), 177.367 (RHS). & 168.876 (RHS) Reconstruction

of Minor Bridge 183+667 LHS

No 8 8 8 - Work completed

9 Widening of Existing Box Culverts No 23 23 23 -

Works completed

10 Improvement of surface finishing of

structures % 100 70 70

-

Completed

11 Cleaning of Weep Holes % 100 90 90 -

Completed -



2. Concessionaire Obligation

S.N# Description Status

a Provide Performance Security to Authority

Performance Security has been released

by NHAI as per Clause 9.3 of Concession

Agreement.

b Execute and Procure Execution of the Escrow

Agreement Executed on 10 Aug, 2010

c Execute and Procure Execution of the Substitution

Agreement Executed on Sep 28, 2010

d

Procure all Applicable Permits Specified in Schedule-E

unconditionally or if subject to conditions, then all such

Conditions shall have been satisfied in full and such

Applicable Permits are in full force and effect

Details given in separate section

Table: Status of Applicable Permits

e

Execute Financial Agreements and delivered to the

Authority 3 (three) true copies thereof, duly attested by

a Director of the Concessionaire

Executed & Submitted on 15 Feb, 2010

f

Deliver to Authority 3 (three) copies of the Financial

Package and the Financial Model, duly attested by a

Director of the Concessionaire along with 3 (three) soft

copies of the Financial Model in MS Excel version or

any substitute thereof, which is acceptable to the

Senior Lenders

Submitted on 15 February, 2010

g

Deliver to Authority from (the Consortium Members,

their respective) confirmation , in original, of the

correctness of their representations and Warranties set

forth in Sub Clause (k), (l) and (m) of Clause 7.1 of this

Agreement

Submitted to Authority Prior to Signing

of the Concession Agreement

h

Deliver the Authority a Legal opinion from the legal

counsel of the Concessionaire with respect to the

Authority of Concessionaire to enter into this

Agreement and the enforceability of the provisions

thereof

Submitted to Authority Prior to Signing

of the Concession Agreement



3. Authority obligation

Sl. No. Particulars Status

A Right of Way to the Site in accordance with the

provisions of Clause 10.3.1 Received

b Issue Fee Notification Published

c Deleted -

d Approval of Railway Authority in the form of GAD Received

e Applicable Permits related to Environmental

Protection and Conservation of Site Received

f Execute and procure execution of State Support

Agreement Executed



4. Status of Applicable Permits

Sl. No. Particulars Compliances Status

a Permission of the State government for

extraction of Boulders from Quarry Received

b Permission of Village Panchayat and Pollution

Control board for installation of Crusher Received

c License for use of explosives. Received

d Permission of the state government for

drawing of water from river/ reservoir

Not required as water for Project use shall

be drawn from own sources viz. bore wells

located in Camps.

e

License from the inspector of factories or

other competent authority for setting up

Batching plant

Received

f Clearance of pollution control board for

setting up of batching plant Received

g Clearance of village Panchayat and pollution

control board for Asphalt Plant Received

h Permission of village Panchayat & State

government for borrow earth Received

i Permission of state government for cutting of

trees Received

j Any other permits or clearances required

under applicable laws Nil

5. Accident Report: There was no Construction related accidents during the month



Chapter 6 Construction Constraints

• Land Constraints: Works are affected in 3.678 KM stretch and the details are

given in Annexure B

• Approach formation of the VUP including RE walls are held up from Ch:

244+750 to Ch: 244+850 due to very low vertical clearance of the HT Line

crossing at Ch: 244+800. Further, the Traffic cannot be allowed on the Main

Carriageway from Ch: 244+150 to Ch: 244+950, i.e, for a length of 800m.



Chapter 7 : Project Photographs



Ch. 211

Monthly Progress Report for March 2015 …nhai.org.in/spw/ConcessionaireDetails/Mar 15.pdf · Design, Engineering, Construction, Development, Finance, Operation and Maintenance of

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