Design, Engineering, Construction, Development, Finance…nhai.org.in/spw/ConcessionaireDetails/MPRPS.pdf · 2014-06-03 · Design, Engineering, Construction, Development, Finance,

4 laning of Pune Solapur section of NH-9From km 144.400 to 249.000 in the State of Maharashtra on DBFOT Page 1

Design, Engineering, Construction, Development, Finance, Operation andMaintenance of 4 Laning of Pune-Solapur Section of NH-9 From Km 144.400 To Km249.000 In The State of Maharashtra Under NHDP Phase III On Design, Built,Finance, Operation and Transfer (DBFOT) Basis

Monthly Progress Report for April 2014Concessionaire : Pune Sholapur Road Development Company Ltd.


Table of ContentsChapter 1 : Project Brief ........................................................................................................ 3

1. Project Corridor..........................................................................................................................32. Project Details ............................................................................................................................43. Project Scope..............................................................................................................................5

Chapter 2 : Executive Summary............................................................................................ 6Chapter 3 : Project Status ...................................................................................................... 7

1. Status of Land Acquisition .........................................................................................................72. Project Milestones ......................................................................................................................73. Status of Pre-Construction Activities .........................................................................................8

I. Status of Electrical Poles & Water Pipeline Shifting .............................................................8Note : Balance utility shifting works are affected due to non availability of ROW .....................8II. Status of Tree Cutting .........................................................................................................8

4. Mobilization Status.....................................................................................................................9I. Logistic Plan ...........................................................................................................................9II. Mobilizations Status of Major Plants and Equipments .....................................................10III. Mobilization status of Concessionaire Manpower............................................................11IV. Mobilization status of EPC Manpower .............................................................................13V. Review of Construction Drawings ....................................................................................14VI. Weather Report of April-2014 ..........................................................................................15

Chapter 4 : Quality of Construction.................................................................................... 161. Monthly Quality Report for April-2014...................................................................................16

Chapter 5 : PROGRESS STATUS ...................................................................................... 261. Status of Completion of Punch List Works (Punch List-I) ...................................................282. Concessionaire Obligation .......................................................................................................323. Authority obligation .................................................................................................................334. Status of Applicable Permits ....................................................................................................345. Accident Report:.......................................................................................................................34

Chapter 6 Construction Constraints ................................................................................... 35Chapter 7 : Project Photographs ......................................................................................... 36


Chapter 1 : Project Brief

1. Project Corridor

The project stretch falls between PWD Chainage Km 144+400 and Km 249+000 ofNational Highway NH-9 between Pune and Solapur. The alignment is mainly in rollingterrain containing a good number of combinations of vertical and horizontal curves. Theprofile of the carriageway is close to the natural ground profile. This reduced the number ofembankment and cut section but there exist a few small stretches of embankment withinsufficient shoulder widths and unprotected side slopes.

Along project stretch there are many industrial sites. One special feature of this stretch isindustry based Solapur MIDC and a number of sugar factories as this is one of the highestsugar producing belts. Along the project section there are three major towns namelyTembhurni, Modnimb and Mohol. 6 major junctions affect considerably the main line trafficand its flow characteristics.

As per Concession Agreement, Concessionaire (PSRDCL) has to construct, operate andmaintain the Project (the ‘Concession”) for a period of 20years and also agrees toimplement the project subject to and in accordance with the terms and conditions set forthin the agreement.



1. Project Corridor






1. Project Corridor





2. Project Details

Project Title : Design, Engineering, Construction, Development,Finance, Operation and Maintenance of 4 Laning ofPune-Solapur Section of NH-9 From KM 144.400 toKM 249.000 in the State of Maharashtra under NHDPPhase III on Design, Build, Finance, Operate andTransfer (“DBFOT”) Basis.

Client : National Highways Authority of India (NHAI)

Concessionaire : Pune Solapur Road Development CompanyLimited (PSRDCL)

Independent Engineer : Intercontinental Consultants & TechnocratsPvt Ltd

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

Construction Contractor : M/s IL&FS Engineering & ConstructionCompany 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 CompletionDate (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 : 197 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 : 2013-2014Month: April Date: 06/05/2014

Item Highlights

ProvisionalCompletionCertificate.

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

Overall Progress Overall progress achieved up to April 2014 is 89.7%

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

Physical Progressfor Road Works Item wise progress details are shown in Chapter 5.( 1)

Physical Progressfor Bridges

Total scope consist of 7 MJBso Work have been completed for all 7 Noso Detailed Progress status is given oin Chapter 5

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

Physical Progressfor Other Structures

Of the 197nos. of Pipe/Box culverts, 185 nos of Culverts have beentaken up for construction

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

Other Works

Avenue Plantation works are in progress- 15,271 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 istabulated in Section-VI

ConstructionConstraints

Details given in Chapter-6 Work affected for 14.020 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 87.280

3 Length affected due to land Acquisition Issues 14.020

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

2. Project Milestones

SN# Project Milestone Scheduled Time Period Current Status

I

Construction of Project Highway shallhave commenced.

Expended not less than 10% of the totalcapital cost set forth in Financial Package

Shall occur on 180th

dayfrom Appointed date.

Achieved andintimated to Authorityon Feb 29, 2012

II

Construction of all bridges shall havecommenced.




Achieved andintimated to Authorityon Aug 29, 2012

III

Construction of all Project Facilities shallhave commenced.




Achieved andintimated to Authority

IV The scheduled four Laning Date Shall occur on 910th


ProvisionalCompletionCertificate has beenissued on 23rdAugust 2013.

SN# Description Area in Ha. % Remark1 Total Land Required 640.3 1002 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 onApril - 2014

( 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 TembhurniBypass Stretch

Some of the existing trees have been accommodated in the New CentralMedian


4. Mobilization Status

I. Logistic Plan

Location of Operating Camps:1. Camp-1 @ Km.156

Location: Bhima Nagar

2. Camp-2 @ Km.204Location: Hivre

3. Camp-3 @ Km.209Location: Yawali

Location of Operating Laboratories:1. Camp-1 @ Km.156

Location: Bhima Nagar

2. Camp-2 @ Km.204Location: Hivre

3. Camp-3 @ Km.209Location: Yawali


II. Mobilizations Status of Major Plants and Equipments

S.N Description of Equipment Capacity Total No. Mobilized

1 Crushing Plant 200TPH 3

2 Mobile Crusher - 1

3 Batching Plant 30/20CUM/Hr 3

4 Hot Mix plant 160TPH 2

5 WMM Plant 200TPH 2

6 Grader 120H 9

7 Roller 10T 13

8 Dozer D8 1

9 Paver 5.5M 4

10 Tipper/Hyva 11M3 98

11 Transit Mixer 6.5M3 12

12 Crane Hydra 12Mt 2

13 Water Tanker 12KL 14

14 Diesel Tanker 4KL 3

15 Trailor 40T 4

16 Crane 20 T 20 T 1

17 Crane 200 T 200 T -

18 Crane 40 T 40 T 1

19 Wheel Loader 1.7Cum 7


S.N Description of Equipment Capacity Total No. Mobilized

20 Backhoe Loader 0.25M3 4

21 Excavator 320/200 12

22 Concrete Pump 20Cum 3

23 Weigh Bridge 60Ton 3

24 Boom Placer 40 Cum -

25 PTR 8T 4

26 Sprayer - 5

27 Tandem Roller 10T 6

28 Kerb Paver - 2

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 1

4 Sr. Managers 15 Managers 2

6 Associate Manager 1

7 Dy. Managers 28 Assistant Manager 2

9 Engineers 2

10 Lab Engineers 311 Officer 1

12 Sub-Staff 2TOTAL 19


Concessionaire-Organization chart


IV. Mobilization status of EPC Manpower

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

1 Project Director 1

2 Project Manager 2

3 Engineers

3.1 Highways 5

3.2 Structures 5

3.3 Quality Control 5

3.4 Quantity Survey 1

3.5 Survey 4

3.6 Safety 2

3.7 Planning 3

3.8 Plant & Machinery 12

4 P&A 7

5 Purchase 2

6 Accounts 3

7 Stores 10

8 Steel Yard 8

9 Foreman & Supervisors 17

10 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 15 3 nos Under review

B STRUCTURES (Nos) :

1 Pipe Culverts 133 133 133

2 Slab / Box Culverts 64 64 64 .

3 Minor Bridges 21 20 20 1 nos already having4 laning

4 Major Bridges- Foundation& Substructure

0707 07

5 Major Bridges-Superstructure 07 07

6 VUP 12 11 11One number hasbeen deleted asnegative 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 obtainedfrom Railways


VI. Weather Report of April-2014

DateTemperature (oC)

Rainfall (mm) RemarksMaximum Minimum

1-Apr-14 42.3 22.6 -

2-Apr-14 42.3 22.0 -

3-Apr-14 41.2 24.2 -

4-Apr-14 41.7 25.2 -

5-Apr-14 40.9 24.6 -

6-Apr-14 41.5 25.2 -

7-Apr-14 40.7 27.7 -

8-Apr-14 41.3 25.1 -

9-Apr-14 41.6 20.9 _

10-Apr-14 40.4 22.5 _

11-Apr-14 41.5 21.6 -

12-Apr-14 41.3 20.7 -

13-Apr-14 40.8 20.2 -

14-Apr-14 42.1 25.4 -

15-Apr-14 42.4 25.9 -

16-Apr-14 41.4 25.3 -

17-Apr-14 41.3 24.0 -

18-Apr-14 37.2 24.0 -

19-Apr-14 41.1 23.1 -

20-Apr-14 40.7 22.6 -

21-Apr-14 39.6 25.1 -

22-Apr-14 40.6 25.4 -

23-Apr-14 42.0 26.5 -

24-Apr-14 42.6 26.5 -

25-Apr-14 43.1 26.6 -

26-Apr-14 43.8 27.0 -

27-Apr-14 44.1 26.6 -

28-Apr-14 43.9 26.2 -

29-Apr-14 44.0 25.3 -

30-Apr-14 43.5 25.6 -


Chapter 4 : Quality of Construction1. Monthly Quality Report for April-2014

ConstructionItem Type of Test Test Method Frequency of Test Units

Total no of tests (current month)During

thismonth

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

Existingcarriage 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 /ExcavationMaterial for

Embankment& Subgrade

Gradation IS 2720 Part 4 2 Tests/3000m3

Cum 17020

0 0 0 0

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

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

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

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

So3 Content BS 1377 As required 0 0 0 0




thismonth


Embankment& Subgrade FDD IS 2720 Part 28

Emb.1 test/1000m2

or Min. 6 Test m2 81800 638 638 0 638

SG. 1 test/500m2

or Min 6 Test m2 3300 30 30 0 30

GSB

Gradation IS 2386 Part 1 1 Test/200m3

Cum 217.5

2 2 0 2Water absorption IS 2386 Part 3 As required 0 0 0 0Soundness IS 2386 Part 5 As required 0 0 0 0Atterberg Limits IS 2720 Part 5 1 Test/200m3 2 2 0 2

Proctor(Heavy Compaction) IS 2720 Part 8 As required 0 0 0 0Moisture content prior to compaction IS 2720 Part 2 1 Test/250m2 0 0 0 0Deleterious Content IS 2386 Part 2 As required 0 0 0 010 % Finess Value BS 812 Part 111 As required 0 0 0 0


Density of compaction layer IS 2720 Part 28 1 Test/500m2 orMin.6 Test m2 1089 20 20 0 20

WMM

Proctor(Heavy Compaction) IS 2720 Part 8 As required

Cum 806

0 0 0 0Atterberg Limits IS 2720 Part 5 1 Test/100m3 15 15 0 15Gradation IS 2386 Part 1 1 Test/100m3 15 15 0 15CBR IS 2720 Part16 As required 0 0 0 0

Water absorption IS 2386 Part 3 As required 0 0 0 0Soundness IS 2386 Part 5 As required 0 0 0 0AIV IS 2386 Part 4 1 Test/200m3 7 7 0 7FI & EI IS 2386 Part 1 1 Test/200m3 7 7 0 7

Density of compaction layer IS 2720 Part28 1 Test/500m2 orMin.6 Test m2 6448 67 67 0 67




thismonth


Prime CoatViscocity Test IS 1206 1Test/Lot Lot 1 1 1 0 1

Rate of Spread of Binder IRC SP 11 1 test/500 sqm.(min. 2 Tests per Day) Sqm 7397 23 23 0 23

Tack CoatViscocity Test IS 1206 1Test/Lot Lot 1 1 1 0 1

Rate of Spread of Binder IRC SP 11 1 test/500 sqm.(min. 2 Tests per Day) Sqm 33593 82 82 0 82

Bitumen(VG 30)

Specific Gravity IS 1202 As required

Lot 16

0 0 0 0

Penetration Test IS 1203 2tests/lot 16 16 0 16

Softening Point Test IS 1205 2tests/lot 16 16 0 16

Viscocity Test IS 1206 2tests/lot 16 16 0 16

Ductility Test IS 1208 2tests/lot 16 16 0 16

Fire Point IS 1209 As required 0 0 0 0

BM

Specific Gravity & Water absorption IS 2386 Part 3 1Test/mix design

MT 0

0 0 0 0

Individual Gradations From DryerIS 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 ofAggregate

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

Soundness IS 2386 Part 5 As required 0 0 0 0

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

Density of MixASTM D 1188

Min. 2 Sets per day 0 0 0 0

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




thismonth


DBM

Specific Gravity & Water absorption IS 2386 Part 3 As required

MT 4769

0 0 0 0

Individual Gradations From DryerIS 2386 Part 1 1test/400MT of mix

or Min. 2 tests perday

17 17 0 17

Combined gradation From Dryer 17 17 0 17


Stability of Mix ASTM D 1559 1test/400MT of mix orMin. 2 tests per day 17 17 0 17

Aggregate Impact Value IS 2386 Part 41test/50cum

37 37 0 37

FI & EI IS 2386 Part 1 37 37 0 37





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

Density of compaction layer ASTM D 1188 1test/250sqm 118 118 0 118




thismonth


PMB

Specific Gravity IS 1202 As required

Lot 2

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

Softening Point Test IS 1205 2tests/lot 2 2 0 2Viscocity Test IS 1206 2tests/lot 0 0 0 0Ductility Test IS 1208 2tests/lot 2 2 0 2Flash Point IS 1209 As required 0 0 0 0

Separation Test IRC SP 53 As required 0 0 0 0Elastic Recovery IRC SP 53 2tests/lot 0 0 0 0

BC (Grade I)


MT 760

0 0 0 0Individual Gradations From Dryer

IS 2386 Part 1 1test/400MT of mixor Min. 2 tests per

day

2 2 0 2




Loss of Stability in water ASTM D 1075 As required 0 0 0 0Aggregate Impact Value IS 2386 Part 4

1test/50cum6 6 0 6

FI & EI IS 2386 Part 1 6 6 0 6

Stripping value of aggregate IS 6241 As required 0 0 0 0Water Sensitivity of mix AASHTO T 283 -89 As required 0 0 0 0Soundness IS 2386 Part 5 As required 0 0 0 0Percentage of fractured faces IS 2386 Part 1 As required 0 0 0 0

Sand Equivalent Test IS 2720 Part 37 As required 0 0 0 0Plasticity Index IS 2720 Part 5 As required 0 0 0 0Polished Stone Value BS 812 Part 114 As required 0 0 0 0Density of compaction layer ASTM D 1188 1test/250sqm 20 20 0 20




thismonth


BC (Grade II)


MT 0

0 0 0 0

Individual Gradations From DryerIS 2386 Part 1 1test/400MT of mix

or Min. 2 tests perday

0 0 0 0




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

Aggregate Impact Value IS 2386 Part 41test/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

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

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

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




thismonth


CEMENT-43gr

Normal Consistency IS 4031 Part 4

One test for everweek of cement - -

2 2 0 2

Initial & final Setting IS 4031 Part 5 2 2 0 2

Fineness IS 4031 Part 1 2 2 0 2

Soundness IS 4031 Part 3 0 0 0 0

Strength - 28 days IS 8112 4 4 0 4

CEMENT-53gr

Normal Consistency IS 4031 Part 4

One test for everweek 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

- -

44 44 0 44

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 8 8 0 8

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

Flakiness Index IS 2386 Part 1 1 test for week 8 8 0 8




thismonth


Concrete (Fineaggregate)

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 44 44 0 44

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

Gradation IS 2386 Part 1 1 test forproduction 44 44 0 44

Concretestrength

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+1addinalsample for

each-50cum.Cum

73.0 25 25 0 25

M-15 (RCC) - 28 days (Sets) 0.0 0 0 0 0

M-20 (PCC) - 28 days (Sets) 88.5 16 16 0 16

M-20 (RCC) - 28 days (Sets) 51.8 0 0 0 0

M-20 Kerb (PCC) - 28 days (Sets) 88.0 0 0 0 0

M-25 (RCC) - 28 days (Sets) 273.3 66 66 0 66

M-30 (RCC) - 28 days (Sets) 157.0 0 0 0 0

M-35 (RCC) - 28 days (Sets) 0.4 0 0 0 0

M-40 (RCC) - 28 days (Sets) 10.0 0 0 0 0

M-45 (RCC) - 28 days (Sets) 7.2 0 0 0 0

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

DLC ( 7days) 3 samples for Each1000 m2 0.0 0 0 0 0

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

piar of Beam & Cubesfor a day

0.00 0 0 0

PQC ( Beams) - 28 Days 0 0 0 0




thismonth


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 0

0 0 0 0

Physical As required 0 0 0 0

Chemical As required 0 0 0 0

NP4 & NP3PIPES

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




thismonth


TMT SteelBars

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 LimitedWork Progress up to Apr 2014

No Activity Unit TotalScope

Scope(%)

Item wiseDistribution

Completedup to

Apr’14%

Progress( %)

1A Main Carriageway

a Embankment C way .KM 198.64

53.6

6.3 186.50 5.9

b Sub grade C way .KM 198.64 4.2 185.80 3.9

c GSB C way .KM 198.64 6.0 185.40 5.6

d WMM C way .KM 198.64 6.7 183.60 6.2

e DBM C way .KM 198.64 21.7 176.57 19.3

f BC C way .KM 202.6 8.7 175.10 7.5

1B Service Road

a Embankment/Sub grade C way .KM 83.05

16.5

2.1 78.30 2.0

b GSB C way .KM 83.05 2.0 74.50 1.8

c WMM C way .KM 83.05 2.2 71.00 1.9

d DBM C way .KM 83.05 7.2 63.80 5.5

e BC C way .KM 83.05 3.0 46.50 1.7

2 Pipe Culverts Nos 133 1.8 1.8 128 1.7

3 Slab / Box Culverts Nos 64 1.7 1.7 62 1.6

4 Major Bridges Nos

2.57Foundation 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





Pune-Sholapur Road Development Company LimitedWork Progress up to Apr 2014

No Activity Unit TotalScope

Scope(%)

Item wiseDistribution

Completedup to

Apr’14%

Progress( %)

6 VUP Nos




7 PUP Nos




8 Grade Separator Nos




9 ROB Nos




10 RE Wall Sq.m

3Panel 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 89.7

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)

SNo Item of work Unit

TotalScope in

Stretchesproposedfor PCOD

Balancework as

per PunchList-1 (

Date23.8.2013)

Completedas on Date

Balanceas ondate

Remarks Scheduled CompletionDate for balance works

Road Works1 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 ofROW 90 days from the date ofHanding over the ROW2 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 Kmaffected due to non availability ofROW 30 Days from the date ofHanding over the ROW6 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 Kmaffected due to non availability ofROW 60 days from the date ofHanding over the ROW10 Median Plantation Km 80.85 5 4.5 0.5 Completed except at the unauthorisedmedian openings 60 days from date ofresolving local issues




TotalScope in


Balancework as

per PunchList-1 (

Date23.8.2013)

Completedas on Date

Balanceas ondate


11 Highway Lighting -a) Lighting from Ch: 216+300 to216+800 Mtr. 0.5 0.5 0.5 - Completed -b) High mast Lights for Junctions atCh: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 SafetyAudit % 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 -




TotalScope in


Balancework as

per PunchList-1 (

Date23.8.2013)

Completedas on Date

Balanceas ondate


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 downstreamProtection works for culverts No 156 141 121 20 Work completed except atlocations affected due to Non-availability of Land & other localissues at 20 Culverts

90 Days from the date ofHanding over the ROW &solving Local Issues3 Protection Works for BridgeApproaches No 20 16 15 1 Work completed except at MJB 223which affected due to resistance byLand owner 30 Days from the date ofsolving Land OwnerIssues4 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 - Completedb Minor Bridge @ Km 172.521 No 1 - Completedc Minor Bridge @ Km 173.386 No 1 - Completed




TotalScope in


Balancework as

per PunchList-1 (

Date23.8.2013)

Completedas on Date

Balanceas ondate


d Minor Bridge @ Km 185.653 No 1 - Completede Minor Bridge @ Km 186.979 No 1 - Completedf Major Bridge @ Km 230+855 No 1 - Completed6 Pipe Railing on Crash Barrier of Bridges No 23 23 23 - Completed -7 Sealing of Joints of Precast Box CulvertsSegments 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) Reconstructionof Minor Bridge 183+667 LHS No 8 8 8 - Work completed 90 Days from the date ofsolving the Land OwnerIssues9 Widening of Existing Box Culverts No 23 23 23 - Works completed 90 Days from the date ofsolving the Land OwnerIssues

10 Improvement of surface finishing ofstructures % 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 AuthorityPerformance Security has been releasedby NHAI as per Clause 9.3 of ConcessionAgreement.

bExecute and Procure Execution of the EscrowAgreement

Executed on 10 Aug, 2010

cExecute and Procure Execution of the SubstitutionAgreement

Executed on Sep 28, 2010

d

Procure all Applicable Permits Specified in Schedule-Eunconditionally or if subject to conditions, then all suchConditions shall have been satisfied in full and suchApplicable Permits are in full force and effect

Details given in separate sectionTable: Status of Applicable Permits

eExecute Financial Agreements and delivered to theAuthority 3 (three) true copies thereof, duly attested bya Director of the Concessionaire

Executed & Submitted on 15 Feb, 2010

f

Deliver to Authority 3 (three) copies of the FinancialPackage and the Financial Model, duly attested by aDirector of the Concessionaire along with 3 (three) softcopies of the Financial Model in MS Excel version orany substitute thereof, which is acceptable to theSenior Lenders

Submitted on 15 February, 2010

g

Deliver to Authority from (the Consortium Members,their respective) confirmation , in original, of thecorrectness of their representations and Warranties setforth in Sub Clause (k), (l) and (m) of Clause 7.1 of thisAgreement

Submitted to Authority Prior to Signingof the Concession Agreement

h

Deliver the Authority a Legal opinion from the legalcounsel of the Concessionaire with respect to theAuthority of Concessionaire to enter into thisAgreement and the enforceability of the provisionsthereof

Submitted to Authority Prior to Signingof the Concession Agreement


3. Authority obligation

Sl. No. Particulars Status

A Right of Way to the Site in accordance with theprovisions 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 EnvironmentalProtection and Conservation of Site Received

f Execute and procure execution of State SupportAgreement Executed


4. Status of Applicable Permits

Sl. No. Particulars Compliances Status

a Permission of the State government forextraction of Boulders from Quarry Received

b Permission of Village Panchayat and PollutionControl board for installation of Crusher Received

c License for use of explosives. Received

d Permission of the state government fordrawing of water from river/ reservoir

Not required as water for Project use shallbe drawn from own sources viz. bore wellslocated in Camps.

eLicense from the inspector of factories orother competent authority for setting upBatching plant

Received

f Clearance of pollution control board forsetting up of batching plant Received

g Clearance of village Panchayat and pollutioncontrol board for Asphalt Plant Received

h Permission of village Panchayat & Stategovernment for borrow earth Received

i Permission of state government for cutting oftrees Received

j Any other permits or clearances requiredunder 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 14.020 KM stretch and the detailsare 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 Linecrossing at Ch: 244+800. Further, the Traffic cannot be allowed on the MainCarriageway from Ch: 244+150 to Ch: 244+950, i.e, for a length of 800m.


Chapter 7 : Project PhotographsOverhead Gantry at Ch. 152

Ch. 211


Ch. 248

Ch. 246 VUP -Load Testing

Design, Engineering, Construction, Development, Finance…nhai.org.in/spw/ConcessionaireDetails/MPRPS.pdf · 2014-06-03 · Design, Engineering, Construction, Development, Finance,

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