9.mpr - may 2012

Third Party Quality Audit(TPQA)

National Cyclone Risk Mitigation Project(NCRMP)

Revenue (DM) DepartmentGovernment of Andhra Pradesh



in JointVenture

with

Third Party Quality Audit(TPQA)





in JointVenture

with

MONTHLY REPORT

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Consultancy Services for Third Party Quality Audit (TPQA) for National Cyclone Risk Mitigation Project (NCRMP)

INDEX

1.0 Project Background 2

2.0 Third Party Quality Audit Consultant 3

3.0 Major Activities and Review Meetings of the Month 3

4.0 Status of TPQA Visits 4

5.0 Progress of NCRMP works 5

TPQA Status Report for NCRMP Works To the end of(31-05-2012) 6

6.0 District wise status of tests conducted by TPQA 29

7.0 Details of QC Audit Reports Submitted during this Month 30

8.0 Details of Environmental & Social Reports Submitted during this Month 32

9.0 Details of Electrical QC Reports during this Month 34

10.0 Observations of Submitted Reports 35

11.0 Statement Showing the Inspections and Site Visits of Districts during the

Month of May-201267

Photographs of Site Visits during the Month of April - 2012

MONTHLY REPORT

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1.0 Project Background

Andhra Pradesh (AP) state has one of the longest coastal belts in India. Out of 67,362 Km of road network in the state, the

nine coastal districts cover 26,000 km of road length. Every year during the period of April-May and September-December,

cyclonic situations set in to the Bay of Bengal. With the recent changes in climatic conditions, the catastrophic events are

increasing resulting in very devastating cyclones like Laila, Jal etc where the loss is enormous. In the 97 years ranging

from 1892 to 1989, there were as many as 67 cyclones within the State.

It is essential to provide safe residential accommodation to the vulnerable population during any eventuality or disaster due

to natural calamities such as cyclones and associated tidal waves and storm surges. The project is formulated based on

experiences of Government of Andhra Pradesh in mitigating such disasters during the past and also keeping in view the

existing facilities available in the project area in Andhra Pradesh.

The Government of India has applied for a credit of US$ 255 Million equivalent from the International Development

Association (IDA) toward the cost of National Cyclone Risk Mitigation Project (NCRMP), and it intends to apply the

proceeds to payments for goods, works, related services and consulting services under this Project.

National Cyclone Risk Mitigation Project (NCRMP) – Project Implementation Unit (PIU), Andhra Pradesh, headquartered at

Hyderabad has invited the consultants to submit proposals for providing the consultancy services for Third Party Quality

Audit for 9 coastal districts namely Srikakulam, Vijayanagaram, Visakhapatnam, East Godavari, West Godavari, Krishna,

Guntur, Prakasam and Nellore. The project “Construction of Multipurpose Cyclone Shelters, Roads to CycloneShelters, and Roads to habitations and Roads & Bridges under NCRMP” is funded by International Development

Association and received through Government of India. This consultancy is envisaged to audit the quality of works being

implemented by various line departments working under PIU. The number of works under progress / for which

agreements are concluded in each district is shown in the table below.

District

No. of works(Under Concluded Agreements) No. of works under Progress No. ofworks

notstartedRHB RCS MPCS Bridges Roads

(R&B) Total RHB RCS MPCS Bridges Roads(R&B)

Srikakulam 6 8 2 4 1 21 6 5 2 3 1 4

Vizianagaram - - - 2 1 3 - - - 2 1 0

Visakhapatnam 8 6 7 - - 21 8 6 7 - - 0

East Godavari 2 8 3 - - 13 2 7 3 - - 1

West Godavari 10 - - - - 10 10 - - - - 0

Krishna 5 3 - - - 8 5 3 - - - 0

Guntur 3 12 - 2 - 17 3 9 - 2 - 3

Prakasham 14 7 2 1 - 24 14 7 2 1 - 0

Nellore 16 8 - - - 24 16 8 - - 0

MONTHLY REPORT

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2.0 Third Party Quality Audit Consultant.

To provide Consulting Services of Third Party Quality Auditor for Construction of Multipurpose Cyclone Shelters, Roads to

Cyclone Shelters, Roads to habitations, and Roads and Bridges under NCRMP in 9 coastal districts The Commissioner for

Disaster Management & Project Director, Project Implementation Unit (PIU) NCRMP has selected Egis International in JV

with Egis India Consulting Engineers (I) Pvt. Ltd. On 31st May’2011, the Contract for Consultancy Service was signed

between The Commissioner for Disaster Management & Project Director, Project Implementation Unit (PIU) NCRMP and

the Egis International in JV with Egis India Consulting Engineers (I) Pvt. Ltd.

3.0 Major Activities and Review Meetings of the Month

S.No. Place Date Activity

1 Hyderabad 09-05-2012Attended NCRMP, SPIU’s office for review ofSrikakulam, Vijayanagaram and Vishakhapatnamdistricts.

2 Nellore 23-05-2012 Convened a QA workshop for PR engineers andContractors in Nellore.

3 Vishakhapatnam 24-05-2012 Attended SPIU Review Meeting at Palm Beach Hotel.

4 Vishakhapatnam 25-05-2012 Attended to Inspection of NCRMP Works by JointSecretary and Project Director, NDMA.

5 Hyderabad 28-05-2012 Attended Commissioners office at H block for a reviewmeeting by World Bank Social expert.

MONTHLY REPORT

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4.0 Status of TPQA Visits:

The following table shows the details of TPQA visits to sites in respective districts.

District Total Number of VisitsUp to Apr.'2012 In May.'2012 Up to May.'2012

Srikakulam 212 43 255Vizianagaram 50 5 55

Vishakhapatnam 213 18 231East Godavari 364 57 421West Godavari 286 37 323

Krishna 187 17 204Guntur 189 12 201

Prakasam 244 25 269Nellore 193 28 221

No. of Visits by TPQA

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5.0 Progress of NCRMP works:

The district wise progress of works is shown below. The works in the West Godavari are not started and the works inKrishna District has just started. At many places the first milestone is completed but works are not started. The linedepartments are to analyze the reasons for the slow progress and if necessary penalty for the slow progress as per theagreement conditions should be imposed.

Third Party Quality Audit by Egis – India consulting services

Summary of Activities

S.No. District

Agreements for PackagesCommunicated Status of works

PR R&B Progress Not Started

1 Srikakulam 6 5 17 4

2 Vizianagaram - 3 3 0

3 Visakhapatnam 13 0 21 0

4 East Godavari 7 0 12 1

5 West Godavari 3 0 10 0

6 Krishna 4 0 8 0

7 Guntur 6 2 14 3

8 Prakasham 12 1 24 0

9 Nellore 16 0 24 0

Total 67 11 133 8

Total Packages for which Agreements are received 78

Total Number of works in the above packages 141

MONTHLY REPORT

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TPQA Status Report for NCRMP Works To the end of(31-05-2012)

S.No. District

Packages /Works

entrustedStatus of Works

No.of

Visitsof

TPQA

TotalNo.

of QCtestsdone

NCRs

QCReportsIssued

Environmentaland Social

ReportsIssued

Issued closed PendingPR R&B Started Not

Started

1 Srikakulam 06_16 5_5 17 4 255 879 21 11 10 22 17

2 Vizianagaram - 3_3 3 0 55 366 2 - 2 9 5

3 Visakhapatnam 13_21 - 21 0 231 1407 15 11 4 25 16

4 East Godavari 07_13 - 12 1 421 812 11 11 - 26 11

5 West Godavari 03_10 - 10 0 323 277 7 3 4 24 27

6 Krishna 04_08 - 8 0 204 69 3 3 - 16 13

7 Guntur 06_15 2_2 14 3 201 373 10 10 - 18 5

8 Prakasham 12_23 1_1 24 0 269 1802 17 13 4 19 26

9 Nellore 16_24 - 24 0 221 886 11 10 1 21 24

Total 67_130 11_11 133 8 2180 6871 97 72 25 180 144

MONTHLY REPORT

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Status of works in Srikakulam District up to 31.05.2012

Category Packages allotted under Phase - 1 Names of works undereach package Agreement No. / Date DHS DFC Progress up to

31.05.2012

RHB

NCRMP/B-W/AP/RHB/PRED/01/Santhabommali/003

Road from DPN R&Broad to Uddandapalem

/2010-11, Dt.30.04.2011 30.04.11 30.04.12 complete Entire work

Road from K. UmiladaJunction to Koduru (LinkRoad)


Road from Borubadra,Malagam to Kollipadu viaSeepuram, Gantapeta


NCRMP/B-W/AP/RHB/PRED/01/Polaki/006

Road from R&B roadMobagam toDuubakavanipeta viaGajapathinagaram

/2010-11, Dt.30.04.2011 30.04.11 30.04.12

First Milestone i.eEarthwork & Cd

works &GSB

Road fromTalasamudram to DolaRegulator

/2010-11, Dt.30.04.2011 30.04.11 30.04.12


works &GSB

NCRMP/B-W/AP/RHB/PRED/01/Polaki/005

Road from R&B roadEdulavalasa - Killam toJonnam viaTalasamudram

/2011-12, Dt.30.04.2011 30.04.11 31.01.12


works &GSB

Bridges

NCRMP/B-W/ AP/Br/R&B/01/Patnavanipeta/001

Construction of bridge atKm 11/6-8 of NH-5 toPatnavanipetaConnectingSundarapalem

46/2011, Dt.17.12.2010 17.12.10 17.06.12

Second Milestone i.eCompletion up to

below the deck slab.

NCRMP/B-W/AP/Br/R&B/01/ Surampeta/003

Construction of MinorBridge at Km 12/2-4 ofNH-5 to SurampetaRoad via Naruva,Mentada

45/2010-2011,Dt17.12.2010 17.12.10 17.03.12

Second Milestone i.eCompletion up to

below the deck slab.

MONTHLY REPORT

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NCRMP/B-W/AP/Br/R&B/01/Bendigadda/004

Construction of Highlevel bridge acrossBendigadda at KM 4/10of Pundi-Parlakimidi roadin Srikakulam Dt, A.P.

1/2010,Dt.11.11.2010 11.11.10 11.05.12 Completion of entirework

Roads NCRMP/B-W/AP/RD/R&B/01/Nowpada/006)Improvements Naupada-Venkatapuram road from0/0to15/0km

43/2010-11,17.12.2010 17.12.10 17.03.12 Completion of entirework

RCS

NCRMP/B-W/AP/RCS/PRED/01/V.Kotturui/002

Road from NP road toURK Puram

G.O.Rt.No.451, Dt.06.04.2011 06.04.11 29.09.12 WBM GR-II &III

completeRoad from Deppuru,Bahadapalli road toOnkuluru to CycloneShelter


complete

Road from R & B Roadto Devunthalada


completeRoad from Pollada toKomarthalada toCyclone Shelter


complete

NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005

Road from Koyyam R &B Road toMoosavanipeta

G.O.Rt.No.451, Dt.06.04.2011 30.04.11 07.05.12 Completion of entire

work

Road from Mentada toDovupeta


work

Road from Kotcherelaroad to Kollibhemavaram& Cyclone Shelter


work

Road from Kotcherlaroad toPathesundrapalem


work

MONTHLY REPORT

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MPCS NCRMP/B_W/AP/MPCS/PRED/01/Santhabommali/005

Construction of Cyclone shelterat Kollipadu

G.o rt No451 Dt

06.04.2010

07.01.2013

Completion ofGround floorPlinth level

Completion of Ground floorPlinth level

Construction of Cyclone Shelterat Runku

G.o rt No451 Dt

06.04.2010

07.01.2013

Completion ofGround floorPlinth level

Completion of stilt floor & firstfloor

Status of works in Vizianagaram District up to 31.05.2012

Category Packages allottedunder Phase - 1

Names of works under eachpackage Agreement No./ Date DHS DFC Progress up to

31.05.2012

Bridges

NCRMP/ B-W/ AP/Br/ R&B/ 02/

Puligadda/ 007

Construction of Minor Bridge atKm. 7/2 near Puligadda of Konada

– Ramatheertham R&B Road toKonathalapalem via Yerukonda,

Pasupam, Kollayavalsa (Z.P.Road)

31/2010-201 Dt.1.12.2010 01.12.10 31.05.12 99.97% of work

completed

NCRMP/ B-W/ AP/Br/ R&B/ 02/

Chakaligadda / 008

Construction of Minor Bridge atKm 15/2 near Chakaligadda of

Konada Ramatheertham R&B roadto Konathalapalem (via)Yerukonda, Pasupam,

Kollayavalsa (ZP Road)

34/2010-2011 Dt.8.12.2010 08.12.10 07.06.12 78.99% of work

completed

Road (R&B)NCRMP/B-

W/AP/RD/R&B/ 02/Konada/009

Improvements to Road fromKonada Ramatheertham (R&B)Road to Konathalapalem (Via)

Pasupam, Yerukonda,Kollayavalsa from Km 12/0 to 16/5

(Km 0/0 to 4/0 i.e. up to NH-5crossing)

33/2010-201 Dt.8.12.2010 08.12.10 07.03.12 100% of work

completed

MONTHLY REPORT

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Status of works in Visakhapatnam District up to 31.05.2012

Category Packages allotted under Phase - 1Names of works

under eachpackage

AgreementNo. / Date DHS DFC Progress up to 31.05.2012

RHB

NCRMP/B-W/AP/RHB/PRED/03/Nakkapalli/001

Road from Vempadu toPatimeeda

/2010-11, Dt.11.01.2011 11.01.11 11.01.12 Work is completed

Road from R&B road toMullaparra up to Beach

end


NCRMP/B-W/AP/RHB/PRED/03/Anandapuram/003

Road from R&B B.PKallalu to

Matchvanipalem


NCRMP/B-W/AP/RHB/PRED/03/Paravada/004

Road from R & B roadto Pothu Rajannapalem


Road from R & B roadto Jalaripeta


NCRMP/B-W/AP/RHB/PRED/03/Rambilli/006 Road from R & B roadto Venkayyapalem


NCRMP/B-W/AP/RHB/PRED/03/Atchutapuram/007

Road from R&B road toAva- Somavaram


Road from R&B Roadto Avarajam


MONTHLY REPORT

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Category Packages allotted underPhase - 1

Names of works under eachpackage

Agreement No. /Date DHS DFC

Progress upto

31.05.2012

RCS

NCRMP/B-W/AP/RCS/PRED/03/Anandapuram/001

Road from NH-5 toRamarayadupalem /2010-11, Dt. 15.09.2011 15.09.11 14.06.12

RoadFurniture &B.T iscompleted.

NCRMP/B-W/AP/RCS/PRED/03/Rambilli/002

Road from R&B road toKrishnampalem /2010-11, Dt. 15.09.2011 15.09.11 14.09.12

CD works areProgress &B.T work isCompleted

Road from R & B road toKattubolu to Marripalem /2010-11, Dt. 15.09.2011 15.09.11 14.09.12

CD works arein progress &WBM Grade-3 work is inprogress

Road from R & B road toRajakoduru /2010-11, Dt. 15.09.2011 15.09.11 14.09.12

CD Work iscompleted &B.T work iscompleted

NCRMP/B-W/AP/RCS/PRED/03/Nakkapalli/003

Road from R & B road toPedateenarla to Chinateenarla /2010-11, Dt. 15.09.2011 15.09.11 14.06.12

B.T & C.Croad worksareCompleted.

Road from Upamaka RajayyapetaR & B road to Janakayyapeta /2010-11, Dt. 15.09.2011 15.09.11 14.06.12

CD works areCompleted &B.T work iscompleted

MONTHLY REPORT

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Category Packages allotted under Phase - 1 Names of works undereach package

Agreement No./ Date

Milestone Completion Dates Progress w.r.t.milestone up to

31.05.2012First Second Third

MPCS

NCRMP/B-W/AP/MPCS/PRED/03/Payakaraopeta/003

Construction of cycloneshelter at Gajapathi

Nagaram

/2011-12, Dt.03.10.2011 02.02.12 02.06.12 02.10.12

Foundationfootings are inprogress

Construction of cycloneshelter at Ratnayampeta

/2011-12, Dt.03.10.2011 02.02.12 02.06.12 02.10.12 1st Floor Slab is

completed.

NCRMP/B-W/AP/MPCS/PRED/03/Nakkapalli/002

Construction of cycloneshelter at Patimeeda

/2011-12, Dt.03.10.2011 02.03.12 02.08.12 02.01.13

FoundationRefilling & Plinthbeam works are inprogress.

Construction of cycloneshelter at Moolaparra

/2011-12, Dt.03.10.2011 02.03.12 02.08.12 02.01.13

Plinth Beam iscompleted. Aboveplinth beamcolumns work is inprogress.

Construction of cycloneshelter at Bangarampeta

/2011-12, Dt.03.10.2011 02.03.12 02.08.12 02.01.13

Stilt Slab is inCompleted. Staircase, Ramp worksand Columns laidup to 1st Floor Slablevel areCompleted.

NCRMP/B-W/AP/MPCS/PRED/03/Rambillii/004Construction of cyclone

shelter atVenkayyapalem

/2011-12, Dt.03.10.2011 02.01.12 02.04.12 02.07.12 Earth work is in

progress

NCRMP/B-W/AP/MPCS/PRED/03/Parawada/001Construction of cyclone

shelter atTikkavanipalem

/2011-12, Dt.07.10.2011 06.01.12 06.04.12 06.07.12

E/W foundationexcavation iscompleted & Dueto site problemwork is stopped.

MONTHLY REPORT

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Status of works in East Godavari District up to 31.05.2012

Category Packages allotted under Phase - INames of works

under eachpackage

AgreementNo. / Date

Mile stonesRemarks

First Second Third

RHB (2 )RCS (8)MPCS (3)

NCRMP/B-W/AP/RHB/PRED/04/Katrenikona/003

Road from PR roadsto Dasarivanipeta and

to Cyclone Shelter

/2011-12Dt:27.04.2011 30-11-2011 30-11-2011 20-01-2012 Completed.

NCRMP/B-W /RCS/PRED/04/Karapa/001Approach Road tocyclone Shelter at

Adivipudi

2011-12Dt:20.05.2011 30-11-2011 31-10-2011 31-01-2012 Completed.

NCRMP/B-W/AP/RHB/PRED/04/Karapa/001/

Road fromGurjanapalli to

Bandulavaripalem

2011-12Dt:27.04.2011 30-09-2011 31-10-2011 31-01-2012 Completed.

NCRMP/B-W/AP/RCS/PRED/04/Thondangi/004

Road from R&B Roadto P.Chodipallipeta CS

2011-12Dt:07.09.2011 3 months 3 months 3 months

CC road Completed,Road furniture Work

is in Progress


Road from R&B Roadto K.Chodipallipeta CS

/2011-12Dt:07.09.2011 3 months 3 months 3 months


is in Progress


Road from R&B Roadto Hukumpeta CS



is in Progress

MONTHLY REPORT

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Road from R&B Roadto Gaddipeta CS



is in Progress


Road from R&B Roadto Danavaipeta CS



is in Progress

NCRMP/B-W/AP/RCS/PRED/04/Thondangi/004/

Road from R&B Roadto G.Musalayyapeta

CS

2011-12Dt:07.09.2011 3 months 3 months 3 months Not yet Started

NCRMP/B-W/AP/RCS/PRED/04/Uppalaguptam/003

Road from R&B Roadto Chinaraghavulapeta

Cyclone Shelter

/2011-12 Dt:23.09.2011

3 months/22.11.2011

3 months22.06.2011 -----------

Jungle Clarence inProgress

NCRMP/B-W/AP/MPCS/PRED/04/Uppalaguptam/002

Construction ofCyclone Shelter at

Pedaraghavulapeta ofUppalaguptam Mandal

E.G.Dt.

/2011-12Dt:17.10.2011

3 months16.01.2012

3 months16.04.2012 3 months

16.07.2012

Sand filling work isin progress belowplinth beam

NCRMP/B-W/AP/MPCS/PRED/04/Thondangi/004


Laxamanudupadu inThondangi

/2011-12Dt:07.09.2011

RCC Column is inprogress aboveground level

NCRMP/B-W/AP/MPCS/PRED/04/Thondangi/004


Avulamanda

/2011-12Dt:07.09.2011

RR completed andSand filling work isin progress belowplinth beam

MONTHLY REPORT

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Status of works in West Godavari District up to 31.05.2012

Category Packages allotted under Phase- 1

Names of works undereach package

AgreementNo. / Date

Milestone Completion Dates Progress w.r.t.milestone up to

31.05.2012Remarks

First Second Third

RHB

NCRMP/B-W/AP/RHB/PRED/05/Mogaltur/0

01

Road from NH 214 A atRanga Statue center to

Harijanawada of Kalipatnam(E) (Mogalthuru Mandal

W.G.Dist.)

16 /2011-12Dt.27.04.2011

27/4/2011to

22/9/2011

23/9/2011to

24/2/2012

25/2/2012to

26/7/2012

90.36%Shoulders work is in

Progress.

R&B road at PanchayatOffice to Pulaparthivarithota

via Badava(Mogalthuru Mandal

W.G.Dist.)


Progress.

Mogalthuru Vempa R&BRoad at Uchintha Kalava

Bridge to GogulammaHarijanapeta (Mogalthuru

Mandal W.G.Dist.)


Progress.

From Narsapur MogalthuruR&B road to Dayadaldaspetavia Venkateshwara Swamytemple (Mogalthuru Mandal

W.G.Dist.)

92%

Shoulders work is inProgress.

Road from NH 214 A road toHarijanapeta of Kothota

(Mogalthuru MandalW.G.Dist.)

27/4/2011to

22/9/2011

23/9/2011to

24/2/2012

25/2/2012to

26/7/201299.20% Shoulders work is in

Progress.

NCRMP/B-W/AP/RHB/PRED/05/Narsapur/0

02

R&B road to India Nagar (via)Pochamma temple (Narsapur

Mandal W.G.Dist.)

21 /2011-12Dt.09.05.2011

09/05/2011to

04/09/2011

05/09/2011to

06/01/2012

07/01/2011to

08/5/2012

100% Completed.

Road from R&B road toPedalanka (Narsapur Mandal

W.G.Dist.)100% Completed.

Road from LB Cheria CCroad to Chillapalemm of LBCheria (Narsapur Mandal

W.G.Dist.

100% Completed.

MONTHLY REPORT

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Status of works in Krishna District up to 31.05.2012

Category Packages allotted under Phase - 1 Names of works under eachpackage

Agreement No. /Date DHS DFC Progress up to

31.05.2012

RHB

NCRMP/B-W/AP/RHB/PRED/06/Machipatnam/001

Road connecting R&B roadthrough Gantalammapalem /2011-12

Dt.27.4.2011 27.04.11 26.01.2012 CD works,GSB,Gr-II,Gr-III,BT completed

NCRMP/B-W/AP/RHB/PRED/06/Machipatnam/002

Road from R & B Road to B.VThota

/2011-12Dt.27.4.2011 27.04.11 26.01.2012

CD works,GSB,Gr-II,Gr-III,BT completed

Road from Potlapalem Z.P roadto Chikativanipalem CD works,GSB,Gr-

II,Gr-III,BT completed

NCRMP/B-W/AP/RHB/PRED/06/Kruthivennu/003

Road from Intheru R&B Road toRangaraopet

/2011-12Dt.27.4.2011 27.04.11 26.01.2012

CD works,GSB,Gr-II,Gr-III,BT completed

Road from R&B road to CycloneShelter at Chandala CD works,GSB,Gr-

II,Gr-III,BT completed

NCRMP/B-W/AP/RHB/PRED/05/Kalla/003

From A-U R&B Road toSatyanarayanapuram (Kalla

Mandal W.G.Dist.)25 /2011-12

Dt.26.05.2011

26/5/2011To

20/8/2011

20/8/2011to

21/11/2011

22/11/2011To

23/2/2012

100% Completed.

From A-U R&B Road toMekaladibba (Kalla Mandal

W.G.Dist.)100% Completed.

MONTHLY REPORT

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Status of works in Krishna District’s up to 31.05.2012

Category Packages allotted under Phase - 1Names of works

under eachpackage

AgreementNo. / Date

Milestone Completion Dates Progressw.r.t.

milestoneup to

31.05.2012

RemarksFirst Second Third

RCS NCRMP/B-W/AP/RCS/PRED/06/Machipatnam/001

Road fromBhogireddipalli R&B

Road toRamakhandam

/2011-12/Dt.02.09.2011 01.12.2011 01.03.12 01.06.12 13.20%

GSB workcompletedCD work inprogress

Road from R&BRoad Chinnapuram

to Gundupalem

/2011-12/27.04.2011 01.12.2011 01.03.12 01.06.12

31.68%

GSB,Gr-II,G-III

completedcd work

inprogress

Road fromPotlapalem Z.P

road to Pothepalli.

/2011-12/Dt.02.09.2011 01.12.2011 01.03.12 01.06.12 41.38%

GSB,Gr-II,Gr-III

completed

MONTHLY REPORT

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Status of works in GUNTUR District up to 31.05.2012

Category Packages allotted underPhase - 1 Names of works under each package Agreement No./

Date DHS DFC Progress up to31.05.2012

RHB

NCRMP/B-W/AP/RHB/PRED/07/KARLAPAL

EM/001

R/f Ganapavaram R&BRoad to Kesavapuri ST colony 7/2011-2012

27.04.2011 27.04.11 26.01.2012 Completed.

NCRMP/B-W/AP/PRED/07/Nagaram/002

R/f R&B Road to Mohammad Alipalem

8/2011-201227.04.2011 27.04.11 26.4.2012

BT completed.

R/f R&B Road to Katuivaripalem.BT completed.

Bridges

NCRMP/B-W/AP/Br/R&B/07/Bapatla/010

Reconstruction of High level Bridge @Km5/2 ofBapatla-Suryalanka Road across Perali drain in

Guntur79/2010-2011

1.12.2010 01.12.10 31.5.2012 Approaches is inprogress

NCRMP/B-W/AP/Br/R&B/07/Bapatla/011

Reconstruction of High level Bridge @Km2/4 ofBapatla-Pandurangapuram Road across Perali

drain in Guntur 78/2010-20111.12.2010 01.12.10 31.5.2012 Approaches is in

progress

MONTHLY REPORT

19 | P a g e


Status of works in GUNTUR District up to 31.05.2012

Category Packages allotted under Phase - 1 Names of works under eachpackage

Agreement No. /Date DHS DFC Progress up to 31.05.2012

RCS

NCRMP/B-W/AP/RCS/PRED/07/PPalem/001

Road from R&B Road toMandevaripalem

/2010-11Dt.01.11.2011

01.11.11 31.07.2012 BT completed, Shoulder Workis in Progress..

Road from R&B Road Alluru toYadavapalem

/2010-11Dt.01.11.2011

01.11.11 31.07.2012 Earth work is in progress.

NCRMP/B-W/AP/RCS/PRED/07/KarlaPalem/002

Road from Ganapavaram R & Broad to Pedamarpuvaripalem

/2010-11Dt.01.11.2011

01.11.11 31.10.2012 Work yet to be started

Road from R & B Road toChinapuluguvaripalem

/2010-11Dt.01.11.2011


Road from R & B road toYaramvaripalem

/2010-11Dt.01.11.2011 01.11.11 31.10.2011 CC Road work is Completed,

Shoulders, and GSB is inprogress.

Road from R & B road toPedagollapalem Cyclone Shelter

/2010-11Dt.01.11.2011 01.11.11 31.10.201 CC Road work is Completed,

Shoulders, and GSB is inprogress.

Pedagollapalem PR Road toBonthagorlapalem

/2010-11Dt.01.11.2011


NCRMP/B-W/AP/RCS/PRED/07/Nizampatnam/003

Road from R&B Road toGurunadhanagar

/2010-11 Dt.17.10.2011


Road from R&B Road to AdavalaH/O Bavajipalem

/2010-11 Dt.17.10.2011 17.10.11 16.07.12 CC Road work is Completed,

Shoulder work yetobe start.

MONTHLY REPORT

20 | P a g e


Road from R&B Road toAtlavaripalem

/2010-11 Dt.17.10.2011

17.10.11 16.07.12 CC Road work is Completed.

NCRMP/B-W/AP/RCS/PRED/07/Bapatla/004

Road from R&B Road toHanumanthanagar 2010-11

Dt13.10.2011 13.10.11 12.07.2012

CC Road work is Completed,Shoulder work is in progress.

Road from R & B road toAdarsanagar CC Road work is Completed,

Shoulder work is in progress.

Status of works in Prakasam District up to 31.05.2012

Category Packages allottedunder Phase - 1

Names of worksunder eachpackage

Agreement No. /Date

Milestone completion datesProgress up to

31.05.2012 RemarksFirst Second Third

BRIDGESNCRMP/B-

W/AP/Br/R&B/08/Kanaparthy/012

Construction ofHigh level Bridge at

Km 16/10 ofNaguluppalapadu –Kanaparthy road inPrakasam District

76/2010-11 Dated1/12/2010

5/31/2011Completion

up to silllevel

12/31/2011Completion upto below deck

slab

5/31/2012Completion of

entire workincluding

approaches

WMM work is inprogress

Reached Milestone-III

RHBNCRMP/B-

W/AP/RHB/PRED/08/S.Konda/001

Road from PakalaZP Road to

AulavaripalemCyclone shelter

NCRMP/B-W/AP/RHB/PRED/0

8/S.Konda/001Dated 25.04.2011 8/24/2011

Earth work,CD work,

GSB

12/24/2011WBM, Grade II

& III

4/24/2012 BT,Shoulders &road furniture

CC RoadCompleted.Shoulders work inprogress


Road from R&BRoad to

Somarajupalli


8/S.Konda/001Dated 25.04.2011

BT, CC road &culverts arecompleted from KM0/0 to 2/146.


MONTHLY REPORT

21 | P a g e


Road from R&Broad to

Narravaripalem


8/S.Konda/001Dated 25.04.2011

BT, & culverts areCompleted fromKM 0/0 to 0/900.



8/S.Konda/002

Road from NH5 toMulaguntapadu


8/S.Konda/002dated 10/02/2011 6/9/2011

Earth work,CD work,

GSB


& III


WBM-Grade-IIwork iscompleted.WBMgr-III work to bestarted

Not Reached asper Mile stone-III (Awaiting forEOT Proposal)


Chalivendradibba


8/S.Konda/002dated -10/02/2011

CC work iscompleted from KM0/0 to KM 0/270



8/S.Konda/002

Road from PakalaR&B road to

Mosanaladinne


8/S.Konda/002dated 10/02/2011

6/9/2011Earth work,CD work,

GSB


& III


WBM-Grade-IImaterial collectionis in progress


Road from R&Broad to Binginapalli

HarijanawadaCyclone Shelter


8/S.Konda/002dated 10/02/2011

GSB completed


NCRMP/B-W/AP/RHB/PRED/08/Kothapatnam/003

Road from R&BRoad Allur to M T

Raju colony

NCRMP/B-W/AP/RHB/PRED/08/Kothapatnam/003Dated 27/04/2011


GSB


& III


BT, CC road &culverts arecompleted from km0/0 to km 3/8.



Road from KEMR&B Road to


9/26/2011Earth work,


7/26/2012 BT,Shoulders &

BT completed.CDwork completed.CC


MONTHLY REPORT

22 | P a g e


8/Kothapatnam/004 Sankuvarigunta 8/Kothapatnam/004Dated 27/04/2011

CD work,GSB

& III road furniture road workcompleted from km0/0 to km 1/430

Road from KEM R& B Road to

Pullareddypalem

NCRMP/B-W/AP/RHB/PRED/08/Kothapatnam/004Dated 27/04/2011

BT completed.CDwork completed.CCroad workcompleted fromfrom km 0/0 to km3/900



8/Ulavapadu/07

Road from MCRoad to

SubbarayaduSatram


8/Ulavapadu/07dated 27/04/2011


GSB


& III


BT completed.CDwork completed.CCroad workcompleted fromfrom km km 0/0 tokm 4/4



8/Ulavapadu/08

Road from R&Broad Tettu to

Ramayapatnam


8/Ulavapadu/08dated 27/04/2011


GSB


& III





8/Tangutur/09

Road from R&Broad Pellur toVasepallipadu


8/Tangutur/09dated 16/03/2011


GSB


& III


BT completed.CDwork completed.CCroad workcompleted fromfrom km km 0/0 tokm 4/5



8/Tangutur/10

Road from R&Broad to Kesupalem


8/Tangutur/10dated 19/04/2011


GSB


& II




RCSNCRMP/B-

W/AP/RCS/PRED/08/Vetapalem/001


Vijayanagaramcolony cyclone

shelter

NCRMP/B-W/AP/RCS/PRED/0

8/Vetapalem/001dated 2011/12

dated 30.09.2011

1/29/2012Earth work,

GSB

5/29/2012shoulders, Gr-

III

9/29/2012 BT,CC pavement

and roadfurniture

cc road completed,BT roadcompleted&shouldersprogress. Roadfrom km 0/0 to km0/525


MONTHLY REPORT

23 | P a g e


Road from NH roadto

Challareddypalem

cc road completed,BT roadcompleted&shouldersprogress. Roadfrom km 0/0 to km1/735


Road from R&Broad to Jeevaraksh

nagar colonycyclone shelter

C.C.completed.Shoulders Progress.


Road from R&Broad to Ramnagar

colony cycloneshelter

C.C.completedRoad from km 0/0to km0/475.ShouldersProgress.


Road from R&Broad to cyclone

shelter atMankenavaripalem

GSB Materialcollection is inprogress

NCRMP/B-W/AP/RCS/PRED/0

8/Chirala/002

Road from R&BRoad to

Keertivaripalemcyclone shelter NCRMP/B-

W/AP/RCS/PRED/08/Chirala/002

dated 27.08.2011

C.C.completedRoad from km 0/0to km 0/265.ShouldersProgress.


Road from R&BRoad to Devinutulacyclone shelter ofChirala Mandal in

Prakasham district.

C.C.completedRoad from km 0/0to km0/800.ShouldersProgress.


MPCSNCRMP/B-

W/APMPCS/PRED/08/Ulavapadu/001

Chakicharla cycloneshelter in

Ulavapadu MandalPrakasam district

NCRMP/B-W/AP/MPCS/PRED/08/Ulavapadu/001

24.11.2011All items upto stilt floor

slabincluding

ramp, staircase

foundations,

24.02.2012 Allitems up tosecond floor

slab includingfirst floor, andin 2nd floor

including staircase, columns

24.05.2012Head room,plastering,

flooring, watersupply

arrangements,sanitary fitting,

electrical

Stilt floor, G.F , &Terrace floor- roofslab completed.Brick workcompleted,Plastering workcompleted,Cattleplatform


MONTHLY REPORT

24 | P a g e


columns,beams,pcc

flooring etc.,

etc., items,compound

wall, ccpavement.

Earthenmounds(raised

portion), waterharvesting,septic tank,slump and

soak pit.etc.

comopletedrevitmrnt work is inprogress, flooringwork is in progress,compound wall 120meters leangthcompleted,Electrical work is inprogress.

NCRMP/B-W/APMPCS/PRED/

08/NG Padu/003

Kanaparthy cycloneshelter in

NaguluppapaduMandal Prakasam

district

NCRMP/B-W/AP/MPCS/PRED/08/NG Padu/003

23.11.2011All items upto stilt floor

slabincluding

ramp, staircase

foundations,columns,bea

ms,pccflooring etc.,

23.02.2012 Allitems up to

first floor slaband head

room slab in 2nd floor

including staircase, columns

etc.,

23.05.2012plastering,

flooring, watersupply

arrangements,sanitary fitting,

electricalitems,

compoundwall, cc

pavement.Earthenmounds(raised

portion), waterharvesting,septic tank,slump and

soak pit.etc.

Stilt floor, Groundfloor roof slabcompleted.Plastering in Stiltfloor & Curing is inprogress.

As per Milestone-II, NotCompleted

MONTHLY REPORT

25 | P a g e


Status of works in Nellore District up to 31.05.2012

(RCS)

Package Number Name of Work Milestone1 Milestone2 Milestone3 RemarksProgress up

to31.05.2012

NCRMP/B-W/AP/09MUTHUKUR/RC

S/002

Road from R&B Roadkappaladoruvu to bandla

Palem H.wada

3Months: EarthWork, Pipe

Culverts, GSB

6 Months: WBMGrII,GrII,CC

Pavement andShoulders

9 Months: BTCC road and

Road Furniturework completed 94% of work

completed

NCRMP/B-W/AP/09/D.V.SATRAM/R

CS/008

Road from R&B road toSullurpeta Mallam to

berjengalapalli cyclone shelter 3Months: EarthWork, Pipe

Culverts, GSB

6 Months: WBMGrII, GrII Shouldersand CC Pavement

9 Months: BT,CC Pavement

and RoadFurniture

BT IS Completed,shoulders is in

progress

94 % of workcompleted

NCRMP/B-W/AP/09T.P.GUDUR/RC

S/005

Road from7/2 M.C Road tovenkannapalem pattapupalem work completed 96 % of work

completed

NCRMP/B-W/AP/09chillakur/RCS/00

4

Road from KatuivaripalemR&B road to vellapalm

3Months: EarthWork,CD Works,

GSB

6 Months: WBMGrII, GrII and

Shoulders


and RoadFurniture

BT is completed 76 % of workcompleted

NCRMP/B-W/AP/09kota/RCS /001

road from R&B road to A.SPURAM 3Months: Earth

Work, PipeCulverts, GSB


Shoulders


and RoadFurniture

work completed 97 % of workcompleted

Road from GD Road toVavillapalem


progress


NCRMP/B-W/AP/RCS/PRED/09/KA

VALI/007

Road from Kotha Satram R&Bto Indiranagar (via)

Thumalapenta palam,Patharavadu palam, Ramudu

palam, Karaduvari palam&Sreeramapuram in SPSR

Nellore District.


Culverts, GSB

4 Months: WBMGrII, GrII ,

Shoulders and CCPavement


and RoadFurniture


progress


MONTHLY REPORT

26 | P a g e


NCRMP/B-W/AP/RCS/PRED/09/KA

VALI/006

Road Connecting R&B Roadthrough Voter Village in SPSR

Nellore District.

4 Months: EarthWork, PipeCulverts,

GSB

4 Months: WBMGrII, GrII ,

Shoulders and CCPavement


and RoadFurniture

GSB 2/0 to 2/8 is inprogress, 6nos pipe

culverts is inprogress

16% of workcompleted

RHB

NCRMP/B-W/AP/RHB/PRED/09RH

B/KAVALI/004

Road from5/8 ofChennayapalem Road to

Gummadi bandla

5Months:Earthwork, CD

Works,ccpavement and GSB


Shoulders

15 Months: BTand RoadFurniture

BT IS completed87 % ofwork is

completed

Road from PedattapupalemR&B road to Chennayapalem

H.wada

WBM Gr -III isCompleted

73 % ofwork is

completed

Road from K.T R&B Road toAlliguntapalem


progress

85 % ofwork is

completed

NCRMP/B-W/AP/RHB/PRED/09BO

GOLU/RHB/002

Road from 1/6 of JuvvaladinneR&B Road to Tellagunta KM to

2/720


Culverts, GSB


Shoulders



progress

95 % ofwork is

completed

NCRMP/B-W/AP/RHB/PRED/09BO

GOLO/RHB/001

1. Road from NH5 toSambasivapuram


Culverts, GSB


Shoulders



progress

94 % ofwork is

completed

Road from 9/6 of JuvvaladinneR&B Road to 11/0 of

Juvvaladinne R&B Road ViaVenkateshpalem


progress

94 % ofwork is

completed!

NCRMP/B-W/AP/RHB/PRED/09/VID

AVALURU/005

1)Road from kt R&B ROAD TOALLAGANIPADU to Vavilla


Culverts, GSB


Shoulders


construction ofstructures iscompleted,ccPavement is

Completed.GSB ISCOMPLETED

42 % ofwork is

completed!

MONTHLY REPORT

27 | P a g e


Road from R&B roadKancharapalem HW to

Alaganipadu.

earth work inembankment is in

progress

18 % ofwork is

completed

NCRMP/B-W/AP/RHB/PRED/09V.C

HALEM/RHB/007

ROAD FROM SUVEPALLI-PUDIPARTHI ROAD TO

SRIKANTH COLONY 4Months: EarthWork, Pipe

Culverts, GSB


Shoulders


WorkCOMPLETED,

98 % ofwork is

completed!

providing BT Surface to theroad from R&B road to Edagali

KandrigaWork COMPLETED

97 % ofwork is

completed

NCRMP/B-W/AP/RHB/PRED/09CHI

TTAMURU/003

Road from R&B Road toMuttembake Via Pittuvanipalli 5Months: Earth



Shoulders


WBM Gr -III, IS INPROGRESS

49 % ofwork is

completed

Road from R&B Chittamur toSoma Samudram

WBM Gr -III, IS INPROGRESS

14 % ofwork is

completed

NCRMP/B-W/AP/09/MUTHUKUR/R

HB/006

Road from R&B road topatuvarikandriga


Culverts, GSB




Work Completed99 % ofwork is

completed

NCRMP/B-W/AP/09Allur/RHB/009

Road from R&Broad alluru toGalidibbalu (via)Chukavani

dibba


Culverts, GSB


Shoulders


2 VENT SLABCULVERT IS INPROGRESS, BTKm 3.02 to 0/0 is

completed,remaining is in

progress

62 % ofwork is

completed

MONTHLY REPORT

28 | P a g e


NCRMP/B-W/AP/RHB/PRED/009/T.

P.GUDUR/012

Ring Road to TP Gudur-Salipeta R & B Road via CS

Puram and Mandapam Village3Months: Earth





GSB ,WBM Gr - II &Gr-III is completed

71 % ofwork is

completed

Road from R & B Road C SPuram to Sivaramapuram

GSB is completedWBM Gr -III is in

progressCCPAVEMENT IS

COMPLETED

73 % ofwork is

completed

MONTHLY REPORT

29 | P a g e


6.0 District wise status of tests conducted by TPQA:

Apart from monitoring the tests being conducted by the implementation team (contractors & Line department) at various

stages, the Third party Quality Audit team also conducted tests to confirm its compliance with the standards. These tests are

carried out in the site itself and in some cases samples are collected and testing done in outside laboratories. The details of

tests conducted in the field till end of September 2011 are presented.

Summary of QC Tests - Up to 31.05.2012

S.No. DistrictNo. Tests

Conductedduring the

Month

Total no. of TestsCumulativeTests Done

Total no. of Tests

Passed Failed Passed Failed

1 Srikakulam 160 156 4 879 875 4

2 Vizianagaram 0 0 0 366 366 0

3 Visakhapatnam 92 88 4 1407 1394 13

4 East Godavari 146 146 0 812 812 0

5 West Godavari 48 42 6 277 270 7

6 Krishna 20 20 0 69 69 0

7 Guntur 23 23 0 373 369 4

8 Prakasham 8 8 0 1802 1802 0

9 Nellore 51 51 0 886 886 0

Total 548 534 14 6871 6843 28

The works in West Godavari and Krishna Districts were just started

MONTHLY REPORT

30 | P a g e


7.0 Details of Quality Control Audit Reports Submitted During this Month:

Package Number Name of Work DistrictNCRMP/B-W/AP/RHB/PRED/06/Machilipatnam/002 Road from R&B road to B.V.Thota Krishna

NCRMP/B-W/AP/RHB/PRED/06/Kruthivennu/003Road from R&B road to Cyclone shelter at

ChandalaKrishna

NCRMP/B-W/AP/RHB/PRED/06/Machilipatnam/002Road from Potalapalem Z.P road to

ChikativanipalemKrishna

NCRMP/B-W/AP/RHB/PRED/06/Kruthivennu/003Road from Intheru ZP road to

RangaraopetaKrishna

NCRMP/B-W/AP/RCS/PRED/06/Machilipatnam/001Road from Chinnapuram R&B road to

GundupalemKrishna

NCRMP/B-W/AP/RCS/PRED/06/Machilipatnam/001Road from Potalapalem ZP road to

PotepalliKrishna

NCRMP/B-W/AP/RCS/PRED/06/Machilipatnam/001Road from Bhogireddipalli R&B road to

RamakhandamKrishna

NCRMP/B-W/AP/MPCS/PRED/03/Nakkapalli/002Construction of cyclone shelter atPatimeeda in Nakkapalli Mandal

Vishakhapatnam

NCRMP/BW/AP/RCS/PRED/07/Karlapalem/002.Road from R&B Road to Pedagollapalem

Cyclone Shelter.Guntur

NCRMP/BW/AP/RCS/PRED/07/Karlapalem/002. Road from R&B Road to Yaramvaripalem. Guntur

NCRMP/BW/AP/RHB/PRED/07/Karlapalem/001.Road from R&B Road to Kesavapuri ST

colony.Guntur

NCRMP/B-W/AP/RCS/PRED/07/PV Palem/001. Road from R&B Road to Mandevaripalem Guntur

NCRMP/B-W/AP/MPCS/PRED/03/Nakkapalli/002Construction of cyclone shelter atMullaparra in Nakkapalli Mandal

Visakhapatnam

MONTHLY REPORT

31 | P a g e


NCRMP/B W/AP/RHB/PRED/09/Kavali/004Road from pedattapupalem R&B road to

Chennayapalem H.wadaNellore

NCRMP/B-W/AP/RCS/PRED/09/KAVALI/007

Road from Kotha Satram R&B toIndrsanagar (via) Thumalapenta palam,Patharavadu palam ,Ramudu palam,Karaduvari palam &Sreeramapuram

Nellore

NCRMP/B -W/AP/RHB/PRED/09/BOGOLU/001 Road from NH5 to Sambasivapuram NelloreNCRMP/B-

w/AP/MPCS/PRED/01/Santhabommali/005Construction of cyclone shelter at

Kollipadu in Santhabommali Mandal.Srikakulam

NCRMP/B-W/AP/MPCS/PRED/01/Santhabommali/005

Construction of cyclone shelter at Runkuin Santhabommali Mandal.

Srikakulam

NCRMP/B-W/AP/RHB/ PRED/05/Kalla/003From A-U R&B Road to

Satyanarayanapuram of Kalla Mandal inWest Godavari District.

West Godavari

NCRMP/B-W/AP/RHB/ PRED/05/Kalla/003From A-U R&B Road to Mekaladibba ofKalla Mandal in West Godavari District.

West Godavari

NCRMP/B-W/AP/RHB/PRED/05/MOGALTHURU/001

From Narsapur Mogaltur R&B road toDayadaldaspeta via Venkateshwara

Swamy Temple of Mogalthuru Mandal inWest Godavari District.

West Godavari

NCRMP/B-W/AP/RHB/PRED/05/MOGALTHURU/001R&B Road at Panchayat office toPulaparthivarithota via Badava of

Mogalthuru MandalWest Godavari

NCRMP/B-W/AP/RHB/PRED/05/MOGALTHURU/001Mogaltur Vempa R&B Road at Uchintha

kalava Bridge to GogulammaHarijanapeta of Mogalthuru Mandal

West Godavari

NCRMP/B-W/AP/RHB/PRED/05/MOGALTHURU/001Road from NH 214 A road to

Harjanawada of Kothota of MogalthuruMandal

West Godavari

NCRMP/B-W/AP/RHB/PRED/05/MOGALTHURU/001Road from NH 214 A at Ranga statue

center to Harjanawada of Kalipatnam (E)of Mogalthuru Mandal

West Godavari

NCRMP/B-W/AP/MPCS/PRED/08/Ulavapadu/001Construction of Cyclone shelter atChakicharla in Ulavapadu Mandal,

Prakasam districtPraksham

NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002Road from Pollada to Komaralthada & to

cyclonic shelter.Srikakulam

NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002 Road from R&B Road to Devunthalada. SrikakulamNCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002 Road from NP road to URK Puram. Srikakulam

NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005Road from Kotcherla road to

PathesundrapalemSrikakulam

NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005Road from Koyyam R&B Road to

MoosavanipetaSrikakulam

NCRMP/B-W/AP/RCS/PRED/04/THONDANGI/004 Road from R&B Road to Danavaipeta East Godavari

NCRMP/B-W/AP/RCS/PRED/04/THONDANGI/004Road from R&B Road to Gaddipeta of

Thondangi MandalEast Godavari

NCRMP/B-W/AP/RCS/PRED/04/THONDANGI/004Road from R&B Road to Hukumpeta

Cyclone ShelterEast Godavari

NCRMP/B-W/AP/RCS/PRED/04/THONDANGI/004 Road from R&B Road to P.Chodipallipeta East Godavari

MONTHLY REPORT

32 | P a g e


NCRMP/B-W/AP/RCS/PRED/04/THONDANGI/004 Road from R&B Road to K.Chodipallipeta East Godavari

NCRMP/B-W/AP/RCS/PRED/09/Chillakur/004.Road from Kakuvaripalem R&B Road to

Vellapalem in Chillakur Mandal SPSRNellore

Nellore

NCRMP/B-W/AP/RCS/PRED/09/Kota/001.Road from GD road to Vavillapalem inVakadu Mandal of SPSR Nellore Dt.

Nellore

NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002Road from Deppuru, Bahadapalli road to

Onkuluru & cyclone shelter.Srikakulam

NCRMP/B-W/AP/RHB/PRED/06/Machilipatnam/001Road connecting R&B road through

GantalammapalemKrishna

8.0 Details of Environmental and Social Reports Submitted During this Month:

Package Number Name of Work DistrictNCRMP/B-

W/AP/RHB/PRED/05/MOGALTHURU/001

Road from NH 214 A at Ranga statuecenter to Harijanawada of Kalipatnam

(E) of Mogalthuru Mandal

West Godavari


01

R&B Road at Panchayat office toPulaparthivarithota via Badava of

Mogalthuru Mandal in West GodavariDistrict.

West Godavari


01

Mogaltur Vempa R&B Road atUchintha kalava Bridge to

Gogulamma Harijanapeta ofMogalthuru Mandal in West Godavari

District.

West Godavari


01

From Narsapur Mogalthuru R&B roadto Dayadalspeta via Venkateshwara

Swamy Temple of Mogalthuru Mandal

West Godavari


01

Road from NH 214 A road toHarijanawada of Kothota of

Mogalthuru Mandal in West GodavariDistrict.

West Godavari


R&B Road to Indira Nagar viaPochamma temple Narsapur Mandal

West Godavari District

West Godavari


Road from R&B road to Pedalanka ofNarsapur Mandal in West Godavari

District.

West Godavari


Road from LB Cheria CC road toChillapalemm of LB Cheria of

Narsapur Mandal in West GodavariDistrict.

West Godavari

NCRMP/B-W/AP/RCS/PRED/09/kota/001

Road from R&B to A.S.Puram Nellore

MONTHLY REPORT

33 | P a g e


NCRMP/B-W/AP/RCS/PRED/09/kota/001 Road from GD road to Vavillapalem

Nellore

NCRMP/B-W/AP/RCS/PRED/Chillakur/004

Road from Kakuvaripalem R&B roadto vellapalm

Nellore

NCRMP/B-W/AP/RCS/PRED/09/T.P.GUDUR/005

Road from 7/2 M.C. Road toVenkannapalem Pattapupalem

Nellore


Road Connecting R&B Road throughVoturu Village in SPSR Nellore

District.

Nellore


NCRMP/B-W/AP/RCS/PRED/09/KAVALI/007Road from Kotha Satram R&B toIndrsanagar (via) Thumalapenta

palam, Patharavadu palam, Ramudupalam, Karaduvari palam

&Sreeramapuram in SPSR NelloreDistrict.

Nellore

NCRMP/B-W/AP/RCS/PRED/09/D.V.SATRAM/008

Road from R& B road to SullurpetaMallam to Berijangalapalli Cyclone

shelter

Nellore

NCRMP/B-W/AP/RHB/PRED/09/BOGOLO/001

Road from 9/6 of Juvvaladinne R & BRoad to 11/0 of Juvvaladinne R & B

Road Via Venkateshpalem

Nellore

NCRMP/B-W/AP/RHB/PRED/09/CHITTAMURU/00

3

Road from R&B Road to MuttembakeVia Pittuvanipalli

Nellore

NCRMP/B-W/AP/RHB/PRED/09/CHITTAMURU/00

3

Road from R&B Chittamur to SomaSamudram

Nellore

NCRMP/B-W/AP/RHB/PRED/09/KAVALI/004

Road from pedattapupalem R&B roadto Chennayapalem H.wada

Nellore

NCRMP/B-W/AP/RHB/PRED/09/Vidavalur/005

Road from kt R&B Road ToAlaganipadu to Vavilla

Nellore

NCRMP/B-W/AP/RHB/PRED/09/T.P.Gudur/012

Ring Road to TP Gudur -Salipeta R&BRoad via CS Puram and Mandapam

Village

Nellore

NCRMP/B-W/AP/RHB/PRED/09/T.P.Gudur/012

Road from R&B Road CS Puram toSivaramapuram

Nellore

NCRMP/B-W/AP/RCS/PRED/08/Vetapalem/001

Road from NH road toChallareddypalem

Prakasam


Road from R&B road to Jeevarakshnagar colony cyclone shelter

Prakasam

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Road from R&B road to Ramnagarcolony cyclone shelter

Prakasam


Road from R&B road to Vijayanagarcolony cyclone shelter

Prakasam


Road from R&B road to cycloneshelter at Mankenavaripalem

Prakasam

NCRMP/B-W/AP/RCS/PRED/08/Chirala/002

Road from R&B Road toKeertivaripalem cyclone shelter

Prakasam

NCRMP/B-W/AP/RHB/PRED/08/S.Konda/001

Road from R&B road toNarravaripalem

Prakasam


Road from NH5 to Mulaguntapadu Prakasam


Road from R&B road to BinginapalliHarijanawada Cyclone Shelter

Prakasam

NCRMP/B-W/AP/RHB/PRED/08/Tangutur/09

Road from R&B road Pellur toVasepallipadu

Prakasam

NCRMP/B-W/AP/RHB/PRED/08/Tangutur/10

Road from R&B road to Kesupalem Prakasam

9.0 Electrical Quality Control Reports Submitted During the Month

Package Number Name of Work DistrictNCRMP/B-

W/AP/MPCS/PRED/08/N.G.Padu/003Construction of Cyclone Shelter atThopulaKanaparthy in N.G.Padu

Mandal, Ongole

Prakasam Dist.

NCRMP/B-W/AP/MPCS/PRED/08/Ulavapadu/001

Construction of Cyclone Shelter atChakicharla in Ulavapadu Mandal,

Prakasam Dt.

Prakasam Dist.

NCRMP/B-W/AP/MPCS/PRED/03/Payakaraopeta/003

Construction of cyclone shelter atRatnayampeta in Payakaraopeta

VisakhapatnamDist.

Submitted Electrical drawings for A, B, C and D type MPCS works of NCRMP phase I

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10.0 Observations in the submitted reports:

Name ofWork: Road from R&B road to B.V.Thota in Krishna District

1. 100 % value of the work is completed. Total stretch of road is 320 mts. BT and Road furniture works arecompleted for length of 320mts.

2 As per the Agreement the Mile stones fixed are as follows.Mile stone 1 to the end of Dt: 26.07.2011 - Earthwork, Pipe Culverts, GSB - 3 MonthsMile stone 2 to the end of Dt: 26.10.2011 - WBM Gr-II, Gr-III and Shoulders - 3 MonthsMile stone 3 to the end of Dt: 26.01.2012 - BT and Road furniture - 3 Months

3 Aggregate for OGPC and Seal Coat: The gradation and other physical tests are conducted for Coarseaggregate and the observed values are satisfying the requirements of MORD Para 508.1.2.1 and MORDtable 500.13

4 Aggregate for Seal Coat: The gradation of seal coat chips was verified and the observed values are fairlysatisfying the requirements of MORD Para 510.2.2

5During execution, The rate of spraying of prime coat is verified and found within the specified limits as perClause 502 and Table 500.1 of MORD. The spraying temperatures are also observed during executionand found varying from 340C to 390 C, which is within the specified limits as per MORD specification.

6 During execution, the rate of spreading of tack coat is verified and found within the specified limits as perClause 503 and Table 500.2 of MORD. The spraying temperatures are also observed during executionand found varying from 35°C to 40°C, which are within the specified limits as per MORD specifications.

7 During execution, Temperature at mixing, laying and at compaction are verified and found to be within thespecified temperature range as per MORD Para 508.1.3.4

8 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from KM 0/00 andKm0/320 are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. Thedetails are given in BT Extraction table.

9 The measurements like width and thickness of the OGPC & Seal coat from Km 0/0 to Km Km0/320 areverified and found fairly tallying with the required measurements. The details are given in Annexure-1.

10 The 600mm dia single row pipe culvert 1 No. is completed in Km 0/211 The project informatory boards with all details, Cautionary sign boards at necessary points and Village

name boards are provided as per agreement.12 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from R&B road to Cyclone shelter at Chandala

1. 100 % value of the work is completed. Total stretch of road is 625 mts. BT work for 575mts, CC Pavementfor 50mts and Road furniture work for 625mts length are completed.

2 Works to be done as per Milestone:Mile stone 1 to the end of Dt: 26.07.2011 - Earthwork, Pipe Culverts, GSB - 3 MonthsMile stone 2 to the end of Dt: 26.10.2011 - WBM Gr-II, Gr-III and Shoulders - 3 MonthsMile stone 3 to the end of Dt: 26.01.2012 - BT and Road furniture - 3 Months

3 The measurements like width and thickness of the OGPC and Seal coat Layer from Km 0.000 to Km0.575 are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1.

4 Sieve analysis, Bitumen Extraction, AIV and FIV QC tests conducted for OGPC and Seal coat in betweenKm 0.000 to Km 0.575 and Prime and tack coat QC tests were conducted for checking the rate of binderspray.

5The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from KM 0/00 andKm0/575 are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. Thedetails are given in BT Extraction table.

6 The 600mm dia single row pipe culvert (1 No's) completed in 0/4.7 The formation width shall be widened to required width of 7.50mts as per drawings.8 The project informatory boards with all details, Cautionary sign boards at necessary points and Village

name boards are not provided as per aggregement.The same shall be provided as per the guidelines

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given by SPIU, NCRMP.9 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from Potlapalem ZP Road to Chikativanipalem


2 As per the Agreement the Mile stones fixed are as follows.Mile stone 1 to the end of Dt: 26.07.2011 - Earthwork, Pipe Culverts, GSB - 3 MonthsMile stone 2 to the end of Dt: 26.10.2011 - WBM Gr-II, Gr-III and Shoulders - 3 MonthsMile stone 3 to the end of Dt: 26.01.2012 - BT and Road furniture - 3 Months

3 The measurements like width and thickness of the OGPC and Seal coat Layer from Km 0.000 to Km0.590 are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1. They are fairly tallying.


5The measurements like width and thickness of the GSB, WBM Gr-II & Gr-III Layers from Km 0.000 to Km0.590 are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1.

6 The 600mm dia single row pipe culvert 1 No. is completed in Km 0/47 R/S Body wall of CD work at Km 0.130 shall be constructed.8 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from Intheru ZP road to Rangaraopeta



3 The measurements like width and thickness of the OGPC and Seal coat Layer from Km 0.000 to Km0.635 are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1.


5The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from KM 0/00 andKm0/635 are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. Thedetails are given in BT Extraction table.

6 The 600mm dia single row pipe culvert (1 No's) completed in 0/6.7 The formation width is varying from 6.00m to 6.50m in between Km 0.000 to Km 0.125 and less than

required width 7.50m in other chainages also.8 The project informatory boards with all details, Cautionary sign boards at necessary points and Village

name boards are provided as per agreement.9 Parawise compliance report shall be furnished duly attending to the above remarks.

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Name ofWork: Road from Chinnapuram R&B road to Gundupalem

1. 43.54 % value of the work is completed. Total stretch of road is 0.485 mts. GSB layer and WBM Gr IIlayer is completed for length of 0.435mts against length of 0.485 mts. CC road for some length is to betaken up to connect cyclone shelter


3 2nd Milestone Completed but Gr-III Work and CC road were not yet taken up. Progress needs to beimproved.

4 The measurements like width and thickness of the GSB Layer and WBM Gr II layer from Km 0.000 to Km0.435 are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1.

5 The 600mm dia single row pipe culvert (1 No.) to be taken up in 0/2. Pipes were collected.6 While laying WBM simultaneously shoulders shall be also compacted.7 The project informatory boards with all details, Cautionary sign boards at necessary points and Village

name boards are to be provided as per aggregement.The same shall be provided as per the guidelinesgiven by SPIU, NCRMP.

8 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from Potlapalem ZP road to Potepalli

1. 66.50 % value of the work is completed. Total stretch of road is 645 mts. GSB WBM Gr-II and GIII layerscompleted for a length of 595mts. For 50M length CC road is to be taken up to connect the cycloneshelter. This package consists of 3 road works.

2. Works to be done as per Milestone:Mile stone 1 to the end of Dt: 01.12.2011 - Earthwork, Pipe Culverts, GSB - 3 MonthsMile stone 2 to the end of Dt: 01.03.2012 - WBM Gr-II, Gr-III and Shoulders - 3 MonthsMile stone 3 to the end of Dt: 01.06.2012 - BT and Road furniture - 3 Months

3. 2nd Milestone Completed. Progress needs to be improved.4. The measurements like width and thickness of the GSB, WBM Layers from Km 0.000 to Km 0.595 are

verified and found to be fairly tallying with the required measurements. The details are given in Annexure -1.

5. Volumetric analysis tests were conducted for WBM Gr-II, Gr-III layers from Km 0/0 to Km 0/595. QC testswere conducted for WBM layers (field & Lab).The Details are givenin QC test summary. They are fairlytallying with the specfication requirements of clause 405.13 of MORD.

6. The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are to be provided as per aggrement. The same shall be provided as per the guidelinesgiven by SPIU, NCRMP.

7. Requirement of width and relative compaction shall be maintained for shoulders.8. Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from Bhogireddipalli R&B road to Ramakhandam

1. 13.20 % value of the work is completed. Total stretch of road is 1.470 mts. GSB is completed for length of1420mts.This package contains 3 works


3. 2nd Milestone Completed but WBM Gr-II & Gr-III Works are not yet started. 1st Milestone works like

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Earthwork and Pipe Culverts are also still to be done. Progress needs to be improved.4. The measurements like width and thickness of the GSB Layer from Km 0.000 to Km 1.420 are verified and

found to be fairly tallying with the required measurements. The details are given in Annexure - 1.5. The 600mm dia single row pipe culverts (3 No's) proposed in Km 0/2, 0/4 & 1/4 were not taken up. Only

pipes were collected. Local villages are asking for change in diameter of pipes.6. While laying WBM simultaneously shoulders shall be also compacted.7. The project informatory boards with all details, Cautionary sign boards at necessary points and Village

name boards are not provided as per aggregement.The same shall be provided as per the guidelinesgiven by SPIU, NCRMP.


Name ofWork: Road connecting R&B road through Gantalammapalem

1. 100 % value of the work is completed. Total stretch of road is 3333 mts. Construction of Embankment withcarted earth, GSB, WBM Gr-II & Gr-III, BT layer completed for length of 2000 mts. and shoulders arecompleted for length of 3333 mts.


3. The measurements like width and thickness of the GSB, WBM Gr-II, Gr-III & OGPC & Seal coat Layers1/033 to Km 1/131 & Km 1.431 to Km 3/333 and shoulders from Km 0.000 to Km3.333 are verified and thedetails are given in Annexure - 1.

4. Volumetric analysis tests were conducted for WBM Gr-II & Gr-III layers from Km 1/033 to Km 1/131 & Km1.431 to Km 3/333. QC tests were conducted for WBM Gr-II & Gr-III (field & Lab) i.e., Gradation andPhysical tests are given in QC test summary.

5. Aggregate for OGPC: The gradation and other physical tests are conducted for Coarse aggregate and theobserved values are satisfying the requirements of MORD Para 508.1.2.1 after screening and removingthe undersized materials.

6. Aggregate for Seal Coat: The gradation of seal coat chips was verified and the observed values are fairlysatisfying the requirements of MORD Para 510.2.2 after screening the chips passing 2.36 MM sieve.

7. During execution, the rate of spraying of prime coat is verified and found within the specified limits as perClause 502 and Table 500.1 of MORD. The spraying temperatures are also observed during executionand found varying from 340C to 420 C, which is within the specified limits as per MORD specification.

8. During execution, the rate of spreading of tack coat is verified and found within the specified limits as perClause 503 and Table 500.2 of MORD. The spraying temperatures are also observed during executionand found varying from 35°C to 40°C, which are within the specified limits as per MORD specifications.

9. During execution, Temperature at mixing, laying and at compaction are verified and found to be within thespecified temperature range as per MORD Para 508.1.3.4

10 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from KM 1/033 to1/131 and KM 1/431 to Km3/333 are verified as per IRC:SP:20 and IRC:SP:11. The details are given inAnnexure -2.

11 The measurements like width and thickness of the OGPC & Seal coat from KM 1/033 to 1/131 and KM1/431 to Km3/333 are verified and the details are given in Annexure-1.

12 The 600mm dia single row pipe culverts 3 No. are completed. They are also verified with reference toMORD section 1100.

13 The project informatory boards with all details, Cautionary sign boards and Village name boards areprovided at necessary points.

14 During execution of WBM layers, oversized metal was got removed under the instruction of TPQA andspreading was allowed after the metal collected satisfied the graduation requirement.

15 Similarly during execution of OGPC and Seal coat works, the undersized material was got removed byTPQA, before allowing the work.

16 Issuing NCRs and ok cards is ensuring satisfactory Quality and workmanship.17 Except for the inadequate formation at some places and improper compaction of shoulders, the other

items of works are satisfactory

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Name ofWork: From A-U R&B Road to Satyanarayanapuram of Kalla Mandal in West Godavari District.

1. 100 % value of the work is completed for this one work in the package which contains two no. of worksunder one agreement. Total stretch of the road is 1225 mts. BT for length of 550 mts, CC pavement forlength of 575 mts and Road furniture works are completed.

2. Works to be done as per Milestone:Mile stone 1 (i.e, Earth work, Pipe culverts, GSB) to the end of Dt: 26.08.2011 - 15.56 lakhs. (18.31%)Mile stone 2 (I.e, WBM Gr II, Gr III and Shoulders) to the end of Dt: 26.11.2012 - 30.91 lakhs. (36.35%)Mile stone 3 (i.e, BT, CC pavement and Road furniture) to the end of Dt: 25.02.2012 - 38.54 lakhs.(45.34%)

3. Volumetric analysis tests were conducted for WBM Grade III layer, They are fairly tallying with thespecification requirements of clause 405.13 of PMGSY Quality Assurance Volume II.

4. During execution the rate of spraying of prime coat is verified and found to be within the specified limits asper Table 500.1 of Mordant the spraying temperature is observed as 300C to 360 C and within thespecified limits as MORD - 502.4.3.

5. During execution the rate of spreading of tack coat is verified and found to be within the specified limits asper Clause 503 and Table 500.2 of Mordant the spraying temperature is observed as 400C to 440 C andwithin the specified limits as per MORD sub clause. 503.4.3.

6. During execution, Temparature at mixing, laying and at compaction are verified and found to be within thespecified temperature limits.

7. The thickness of the OGPC and Seal coat is observed and which is varying from 25 to 26 mm as againstthe requirement of 26mm. Details is enclosed in annexure - 2.

8. The concrete pavement contraction joints shall be widened to a 10 mm width and to a depth 18 to 20mmand shall be sealed. The guide lines given in section 1500 shall be followed.

9. The width and outside thickness of CC Road is verified and found to be fairly tallying. However cores willbe taken shortly to verify the concrete compressive strength and internal thickness of CC Road.

10 Formation width of the road shall be widened to required width as the formation width varying from 5.0M to5.5M only.

11 Suitable action to be taken to shift the electrical poles away from the carriageway edges. Reflectivepainting shall be done on the poles to prevent accidents.

12 The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are provided. The same shall be provided as per the guidelines given by PIU, NCRMP.

13 Protective works like retaining walls and or revetment are necessary on both sides of the road.14 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: From A-U R&B Road to Mekaladibba of Kalla Mandal in West Godavari District.

1. 100 % value of the work is completed for this one work in the package which contains two no. of worksunder one agreement. Total stretch of the road is 1265 mts. BT and Road furniture works are completedfor length of 1265mts.

2 Works to be done as per Milestone:Mile stone 1 (i.e, Earth work, Pipe culverts, GSB) to the end of Dt: 26.08.2011 - 15.56 lakhs. (18.31%)Mile stone 2 (I.e, WBM Gr II, Gr III and Shoulders) to the end of Dt: 26.11.2012 - 30.91 lakhs. (36.35%)Mile stone 3 (i.e, BT, CC pavement and Road furniture) to the end of Dt: 25.02.2012 - 38.54 lakhs.(45.34%)

3 The measurements like width and thickness of the OGPC and Seal coat Layer from Km 0.000 to Km 1.265are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1. They are fairly tallying.

4 Sieve analysis, Bitumen Extraction, AIV and FIV QC tests were conducted for OGPC and Seal coat. ForPrime and tack coat QC tests were conducted for checking the rate of binder spray and temperature etc.

5 The measurements like width and thickness of the GSB, WBM Gr-II & Gr-III Layers from Km 0.000 to Km1.265 are verified and found to be fairly tallying with the required measurements. The details are given inAnnexure - 1.

6 Electrical poles are in obstructions on both sides of the Road in shoulder portion. Shifting of poles shall be

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taken up and also shall be Painted as Black & White Strips of reflective nature to required height frombottom for clear visibility to vehicular traffic.

7 The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are provided .The same shall be provided as per the guidelines given by PIU,NCRMP.


Name ofWork: R&B Road at Panchayat office to Pulaparthivarithota via Badava of Mogalthuru Mandal

1. 68.65 % value of the work is completed for this one work in the package which contains five no. of worksunder one agreement. Total Stretch of the road is 1490mts. WBM Gr-II & Gr-III for length of 900mts andCC Pavement for length of 590mts is completed.


3 The thickness of the Gr-II & Gr-III is observed and which is varying from 75 to 80 mm as against therequirement of 75mm. Details is enclosed in annexure - 1.

4 Volumetric analysis tests were conducted for WBM Grade III layer, They are fairly tallying with thespecification requirements of clause 405 of MORD.

5 The 600mm dia single row pipe culvert 1 No. is completed in Km 0/4 against 2 Nos. and balance 1 No. notExecuted.

6 White wash shall be done to parapet walls of the existing culvert for the clear visibility of vehicular traffic.7 Electrical poles are in obstructions on both sides of the Road. Painting as Black & White Strips is to be

done to stones for clear visibility to vehicular traffic. Stabile action shall be taken to shift the electrical polesaway in the carriageway.

8 The contraction joints of the concrete pavement shall be widened to 10 mm width and to a depth of 18 to20mm and shall be sealed as per MORD clause 1501

9 The width and outside thickness of CC Road is verified and found to be fairly tallying. However cores willbe taken shortly to verify the concrete compressive strength and internal thickness of CC Road.

10 The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are provided. The same shall be provided as per the guidelines given by SPIU, NCRMP.


Name ofWork:

Mogaltur Vempa R&B Road at Uchintha kalava Bridge to Gogulamma Harijanapeta ofMogalthuru Mandal

1. 75.34 % value of the work is completed for this one work in the package which contains five no. of worksunder one agreement. Total Stretch of the road is 1190mts. WBM Gr-III for length of 595mts and CCPavement for length of 595mts is completed.


3 The thickness of the Gr-III is observed and which is varying from 75 to 79 mm as against the requirementof 75mm. Details is enclosed in annexure - 1.

4 Gradation is conducted for WBM Gr-III material and results are within the specified limits as per agreementspecification.

5 Volumetric analysis tests were conducted for WBM Grade III layer, They are fairly tallying with thespecification requirements of sub- clause 405.13 of PMGSY Quality Assurance Manual volume II.

6 The 600mm dia single row pipe culvert (2 No's) completed in 0/6.7 White wash shall be done to parapet walls of the existing culverts for the clear visibility to vehicular traffic.8 The measurements like width and length of parapets and pipes of all the culverts are verified and found to

be tallying.

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9 Electrical poles are in obstructions on both sides of the Road. Painting as Black & White Strips is to bedone to stones for clear visibility to vehicular traffic. Necessary action shall be initiated to shift the electricalpoles close to the carriageway edge to a safe location.

10 The Contraction joints of the concrete pavement shall be widened to 10 mm width and to a depth of 18 to20mm and shall be sealed as per sub clause 1501.20.

11 The width and outside thicknesses of CC Road is verified and found to be fairly tallying. However coreswill be taken shortly to verify the concrete compressive strength and internal thicknesses of CC Road.

12 The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are provided. The same shall be provided as per the guidelines given by SPIU, NCRMP.


Name ofWork:

From Narsapur Mogaltur R&B road to Dayadaldaspeta via Venkateshwara Swamy Templeof Mogalthuru Mandal

1. 85.79 % value of the work is completed for this one work of the package which contains five no. of worksunder one agreement. Total Stretch of road is 926mts. CC Pavement completed for total length of 926mts.

2 Works to be done as per Milestone for the package:Mile stone 1 (i.e, Earth work, Pipe culverts, GSB) to the end of Dt: 26.09.2011 - 16.24 lakhs. (9.03%)Mile stone 2 (I.e, WBM Gr II, Gr III and Shoulders) to the end of Dt: 26.02.2012 - 76.44 lakhs. (42.51%)Mile stone 3 (i.e, BT, CC pavement and Road furniture) to the end of Dt: 26.07.2012 - 87.13 lakhs.(48.46%)

3 One pipe culvert which is proposed to be constructed in KM 0/6 was not taken up. The field officers havestated that it was not taken up; it was found to be not necessary as per site condition.

4 GSB & CC Pavement for 926 meters length is completed. Shoulders not compacted.5 The thickness of the CC Pavement is observed and varying from 200 to 210 mm as against the

requirement of 200mm. Details are enclosed in annexure - 1. However, cores are proposed to be takenshortly to assess internal thickness and compressive strength of concrete.

6 Contraction joints shall be widened to 10 mm width and to a depth 18 to 20mm and shall be sealed as persection 1500 of MORD.

7 The formation width is verified and at some locations the formation width is observed less than the requiredwidth. The reasons for the less width shall be furnished.

8 Electrical poles are found to be very near to the carriageway. Immediately reflection stickers shall bepasted to the poles to prevent accidents. Suitable action shall be taken to shift the electrical poles awayfrom the carriageway.

9 The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are provided .The same shall be provided as per the guidelines given by SPIU, NCRMP.


Name ofWork: Road from NH 214 A road to Harjanawada of Kothota of Mogalthuru Mandal

1. 97 % value of the work is completed for this one work of the package which contains five no. of worksunder one agreement. Total Stretch is 380mts. The CC pavement completed for total length of 380mts.

2 Works to be done as per Milestone for the package:Mile stone 1 (i.e, Earth work, Pipe culverts, GSB) to the end of Dt: 26.09.2011 - 16.24 lakhs. (9.03%)Mile stone 2 (I.e, WBM Gr II, Gr III and Shoulders) to the end of Dt: 26.02.2012 - 76.44 lakhs. (42.51%)Mile stone 3 (i.e, BT, CC pavement and Road furniture) to the end of Dt: 26.07.2012 - 87.13 lakhs.(48.46%)

3 C.C Road of 380 meters length and shoulders work for length of 300 meters is completed.4 The 600mm dia single row pipe culvert (1 No's) completed in Km 0/4.5 The measurements like width and length of parapets and pipes of the culvert is verified and found to be

tallying.6 White wash shall be done to parapet walls of the existing culvert for the clear visibility of vehicular traffic.7 Electrical poles are in obstructions on both sides of the Road in shoulder portion. Shifting of poles shall be

taken up and also shall be Painted as Black & White Strips of reflective nature to required height frombottom for clear visibility to vehicular traffic. Suitable action shall be taken to shift the electrical poles away

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from the carriageway.8 Construction of joints of concrete pavement shall be widened to 10 mm width and to a depth of 18 to 20mm

and shall be sealed as per MORD clause 1501.9 The width and outside thickness of CC Road is verified and found to be fairly tallying. However cores will be

taken shortly to verify the concrete compressive strength and internal thickness of CC Road.10 The project informatory boards with all details, Cautionary sign boards at necessary points and Village

name boards are provided .The same shall be provided as per the guidelines given by PIU,NCRMP.11 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork:

Road from NH 214 A at Ranga statue center to Harjanawada of Kalipatnam (E) ofMogalthuru Mandal

1. 65.91 % value of the work is completed for this one work in the package which contains five no. of worksunder one agreement. Total Stretch of the road is 890mts. WBM Gr-III for length of 600mts and CCPavement for length of 290mts is completed.


3 WBM Gr-III of 600 meters, CC Pavement of 290 meters length is completed .Shoulders need to becompacted simultaneously along with WBM layers.

4 The thickness of the Gr-III is observed and varying from 75 to 80 mm as against the requirement of 75mm& The thickness of the CC Pavement is observed and varying from 200 to 202 mm as against therequirement of 200mm. Details are enclosed in annexure - 1. However, cores will be taken to assess thecompressive strength of concrete and internal thickness of the CC Road.

5 Volumetric analysis tests were conducted for WBM Grade III layer, They are fairly tallying with thespecification requirements of sub-clause 405.13 of PMGSY Quality Assurance Volume II.

6 Electrical poles are in obstructions on both sides of the Road. Painting as Black & White Strips is to bedone to stones for clear visibility to vehicular traffic.

7 Construction of joints concrete pavement shall be widened to 10 mm width and to a depth of 18 to 20mmand shall be sealed as per clause 1501 of MORD specification for rural roads.

8 The width and outside thickness of CC Road is verified and found to be fairly tallying. However cores will betaken shortly to verify the concrete compressive strength and internal thickness of CC Road.

9 The project informatory boards with all details, Cautionary sign boards at necessary points and Villagename boards are provided .The same shall be provided as per the guidelines given by SPIU, NCRMP.


Name ofWork: Road from R&B Road to Danavaipeta in East Godavari District

1. 90 % value of the work is completed. Total stretch of road is 572 mts. WBM Gr-II & III, initially and B.T iscompleted recently.

2 Works to be done as per Milestone:Mile stone 1 to the end of Dt: 06.12.11 - Earthwork, Pipe Culverts, GSB and Road Furniture - 3 MonthsMile stone 2 to the end of Dt: 06.03.11 - WBM Gr-II, Gr-III , Shoulders and CC Pavement - 3 MonthsMile stone 3 to the end of Dt: 06.06.12 - BT - 3 Months

3 Gradation tests are conducted for OGPC and Seal coat and chips and the results are found to be within thespecified limits as per agreement specification after screening and removing the undersized materials.

4 During execution, The rate of spraying of prime coat is verified and found to be within the specified limits asper Table 502.1 of MORD. The spraying temperatures are also observed during execution and found to bevarying from 300C to 360 C, which is within the specified limits as per MORD.

5 During execution, the rate of spreading of tack coat is verified and found to be within the specified limits asper Clause 503 and Table 503.1 of MORD. The spraying temperatures are also observed during executionand found to be varying from 38°C to 44°C, which are within the specified limits as per MORDspecifications.

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6 During execution, Temparature at mixing, lying and at compaction are monitored and ensured that they arewithin the specified temperature range.

7 The measurements like width and thickness of the OGPC and Seal coat between Km 0/0 to Km 0/572 areverified. The details are given in Annexure 1

8 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat as per IRC: SP: 20 andIRC: SP: 11 from Km 0/0 to Km 0/572 are verified. The details are given in Annexure 2.

9 For OGPC + Seal coat from Km 0/0 to Km 0/572. QC tests conducted for Bitumen content (field & Lab.)Gradation, AIV, FIV and Water absorption. The Details are given in QC test summary.

10 Trees and electrical poles located adjacent to the BT road edge need be painted with black & white stripsto guide the traffic and public during night time .Suitable action shell be taken to shift the electrical poleswhich are near the BT road edge

11 Village name boards, cautionary and mandatory sign boards shall be erected at necessary points.12 Parawise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from R&B Road to Gaddipeta of Thondangi Mandal

1. 90 % value of the work is completed. Total stretch of road is 457mts. WBM Gr-II & III, initially and Batescompleted recently.








9 For OGPC + Seal coat from Km 0/0 to Km 0/457. QC tests conducted for Bitumen (field & Lab.) Gradation,AIV, FIV and Water absorption. The Details are given in QC test summary.



Name ofWork: Road from R&B Road to Hukumpeta Cyclone Shelter

1. 90 % value of the work is completed. Total stretch of road is 630 mts. WBM Gr-II & III, and Pipe Culvert1no. Completed initially and Bates completed recently.


3 Gradation tests are conducted for OGPC and Seal coat and chips and the results are found to be within the

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specified limits as per agreement specification after screening and removing the undersized materials.4 During execution, The rate of spraying of prime coat is verified and found to be within the specified limits as

per Table 502.1 of MORD. The spraying temperatures are also observed during execution and found to bevarying from 300 C to 360 C, which is within the specified limits as per MORD.








Name ofWork: Road from R&B Road to P.Chodipallipeta

1. 90 % value of the work is completed. Total stretch of road is 670 mts. WBM Gr-II & III, and Pipe Culvert1no. Completed initially and B.T is completed recently.











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Name ofWork: Road from R&B Road to K.Chodipallipeta

1. 90 % value of the work is completed. Total stretch of road is 720 mts. WBM Gr-II & III, and Pipe Culvert1no. Completed initially and Bates completed recently.








9 For OGPC + Seal coat from Km 0/0 to Km 0/720. QC tests conducted for Bitumen content (field & Lab.)Gradation, AIV, FIV and Water absorption. The Details are given in QC test summary.



Name ofWork:

Construction of cyclone shelter at Mullaparra in Nakkapalli Mandal In VishakhapatnamDistrict

1. Three works are there in this package:1) Construction of cyclone shelter at Bangarampeta in Nakkapalli Mandal,2) Construction of cyclone shelter at Mullaparra in Nakkapalli Mandal and3) Construction of cyclone shelter at Patimeeda in Nakkapalli MandalThe individual progress of this work is nearly 34.75% value of work is completed.The combined progress of this package is 35.3%.

2 34.75 % value of the work is completed. Plinth beam PCC is completed and placing of Plinth beamreinforcement is in progress. Deviation in the construction of CRS masonry is observed. It isinstructed to get approval from the competent authority.

3 Works to be done as per Combined Milestone:Mile stone 1 to the end of Dt: 02.03.12- Ground Floor and Plinth Level.Mile stone 2 to the end of Dt: 02.08.12- First Floor Roof Slab Cast.Mile stone 3 to the end of Dt: 02.01.13- Completion of Works.

4 The marking for footing positions are given with the help of total station instrument. The linearmeasurements of the centre line of columns are verified and found to be fairly tallying with the approveddrawing of Type-A Cyclone shelter with a SBC Value of 10.0 t/m2.

5 The soil sample was collected by the contractor at a depth of 2.5m from the ground level and sent to Govt.Polytechnic college to test the SBC value of soil and the result obtained is 11.0 t/m2 as against of 10.0 t/m2as per approved drawing. The confirmatory test for SBC is conducted by TPQA. The SBC obtained is 20.0t/m2

6 The measurements like width, thickness and length of PCC, Footings and Columns up to bottom level of

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plinth beam.etc are verified and found tallying as per approved drawing.7 The field officers have furnished the test results for Soil SBC value, Mix Designs, Steel reports and Water

obtained from Department of Civil Engineering in Govt. Polytechnic and Andhra university atVisakhapatnam Districts.Materials.

8 Sand: a) Sieve Analysis tests are conducted. Sand is confirming to Zone II of IS 383 table 4. Finenessmodulus is varying from 2.423 -2.541 as against the allowable limits of. 2.4 to 3.2.

9 Graded Aggregates : Sieve analysis for 20mm graded metal are conducted and observed values are withinthe specified range as per IS 383 table-2

10 Alkali Aggregate Reactivity Tests: Samples are collected and sent to Civil Aid for testing of AlkaliAggregate reactivity test for Fine and Coarse aggregates and the obtained results are within thelimit as per IS 2386(Part VII) -1963.

11 Cement: TPQA collected the cement sample and tested for all the required tests on cement such asfineness, initial setting time, final setting time, consistency etc and the values observed within the specifiedrange as per IS 4031.

12 Steel: Steel samples are collected and sent to Civil Aid for testing of Physical and Chemical properties andthe obtained results are within the specified limits as per IS 1786.

13 Cement coating for Steel: The protection of reinforcement against corrosion prior to placement of concreteis done by applying a Cement slurry coating on the steel. However it is advised to apply cement slurrywhenever disturbed due to bending and placing etc.(As per agreement technical specification of Subcl:1.3.27).The steel samples are randomly collected and tested for verification of Mass per Meter Run, theresults are given in Annexure-I

14 Water: Sample is collected and sent to Gitam University for testing of Physical properties and the obtainedresults are within the specified range as per IS: 456-2000 & IS: 3025-1986.

15 C.C Cubes : M-20 and M30 Cube are tested for Compressive strength and the results are satisfying therequirements as per IS 456 Table 11

16 During execution the foundation levels and measurements of steel reinforcement and dimensions offootings, are verified and fairly tallying with the approved drawing. pH value of water, slump are also testedand found within the specified limits

17 Spacing and dimension of strips are verified with reference to the drawing and they are found to be as perdrawing. Clear cover is also verified.

18 It is requested to the contractor to improve the curing arrangements for columns and beams.19 Site order book is being maintained by the field officers. The field officers are requested to take instructions

from the inspecting officers.20 It is observed that the steel is not properly stacked. Instructed to stack the steel neatly stored on blocks,

racks or platforms and above the ground in clean and dry condition and suitably marked to facilitateinspection and identification

21 The field officers have not furnished the bills for cement and steel for every lot used for the shelter. Thesame shall be furnished to the TPQA staff during the inspection for verification.

22 The field officers have not furnished the approved quarry letters for metal, sand and water used for theshelter. The same shall be furnished to the TPQA staff during the inspection for verification.

23 The field officers are requested to insist the contractor to test the samples of cement and steel from everyconsignment and ensure its suitability before proceeding with the work.

24 Permanent barricading is not provided for the work place. Insisted to provide permanent barricades to theworking portion to prevent any casualties the public and the workers.

25 The informatory sign boards with all details are provided at site as per the guidelines given by the SPIU,NCRMP.

26 Safety measures for workers such as Helmets, Gum Shoes .etc, are to be provided by the contractor.27 The Contractor shall take necessary precautions for safety of the workers and preserving their health while

working in such jobs, which require special protection and precaution.28 Para wise compliance report shall be furnished duly attending to the above remarks.

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Name ofWork: Construction of cyclone shelter at Patimeeda in Nakkapalli Mandal

1. Three works are there in this package:1) Construction of cyclone shelter at Bangarampeta in Nakkapalli Mandal,2) Construction of cyclone shelter at Mullaparra in Nakkapalli Mandal and3) Construction of cyclone shelter at Patimeeda in Nakkapalli MandalThe individual progress of this work is nearly 21% value of work is completed.The combined progress of this package is 35.3%.

2 21.00 % value of the work is completed. Foundation footing work is completed and Columns are inprogress up to bottom level of Plinth beam, Foundation Refilling work is Completed and Basement work isin progress. NCR is issued for the deviation in the construction of RR masonry instead of CRS masonry


4 The marking for footing positions are given with the help of total station instrument. The linearmeasurements and the centre line of columns are verified and fairly tallying with the approved drawing ofType-C Cyclone shelter with a SBC Value of 10.0 t/m2.

5 The soil sample was collected by the contractor at a depth of 2.5m from the ground level and sent to Govt.Polytechnic college to test the SBC value of soil and the result obtained is 12.0 t/m2 as against design SBCof 10.0 t/m2 as per approved drawing. The confirmatory test for SBC is conducted by TPQA. The SBCobtained is 15.0 t/m2

6 The measurements like width, thickness and length of PCC, Footings, and Columns up to bottom level ofplinth beam etc are verified and found tallying as per approved drawing.

7 The field officers have furnished the test results for Soil SBC value, Mix Designs, Steel reports and Waterobtained from Department of Civil Engineering in Govt. Polytechnic and Andhra university atVisakhapatnam Districts.Materials.



10 Alkali Aggregate Reactivity Tests: Samples are collected and sent to Civil Aid for testing of Alkali Aggregatereactivity test for Fine and Coarse aggregates and the obtained results are within the limit as per IS2386(Part VII) -1963.

11 Cement: TPQA collected the cement sample and tested for all the required tests on cement such asfineness, initial setting time, final setting time, consistency etc and the values observed are within thespecified range as per IS 4031.


13 Cement coating for Steel: The protection of reinforcement against corrosion prior to placement of concreteis done by applying a Cement slurry coating on the steel. However it is advised to apply cement slurrywhenever disturbed during bending, placing etc.(As per agreement technical specification of Subcl:1.3.27).The steel samples are randomly collected and tested for verification of Mass per Meter Run, theresults are given in Annexure-I

14 Water: Sample is collected and sent to Gitam University for testing of Physical properties and the obtainedresults are within the specified range as per IS: 456-2000 & IS: 3025-1986.

15 C.C Cubes : M-20 and M30 Cube are tested for Compressive strength and the results are satisfying therequirements as per IS 456 Table 11.Rebound hammer test conducted for the foundation pedestals.

16 During execution the foundation levels and measurements of steel reinforcement and footing sizes areverified and they are fairly tallying with the approved drawing.

17 Spacing and dimension of strips are verified with reference to the drawing and they are found to be as perdrawing. Clear cover is also verified.


from the inspecting officers.20 Quality control lab is not available at site and the field officers are requested to insist the contractor to

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procure the lab equipments for conducting tests on coarse and fine aggregates and concrete.21 It is observed that the steel is not properly stacked. Instructed to stack the steel neatly stored on blocks,

racks or platforms above the ground in clean and dry condition and suitably marked to facilitate inspectionand identification

22 The field officers have not furnished the bills for cement and steel for every lot used for the shelter. Thesame shall be furnished to the TPQA staff during next inspection for verification.

23 The field officers have not furnished the approved quarry letters for metal, sand and water used for theshelter. The same shall be furnished to the TPQA staff during next inspection for verification.

24 The field officers are requested to insist the contractor to set the samples of cement and steel tested fromevery consignment and ensure its suitability before proceeding with the work.

25 Permanent barricading is not provided for the work place. Insisted to provide permanent barricades to theworking portion to prevent any casualties to the public and the workers.




Name ofWork:

Construction of cyclone shelter at Kollipadu in Santhabommali Mandal in SrikakulamDistrict

1. Two works are there in this package:1) Construction of cyclone shelter at Kollipadu in Santhabommali Mandal,2) Construction of cyclone shelter at Runku in santhabommali MandalThe individual progress of this work is nearly 26.37% value of work is completed.The combined progress of this package is 23.65%.

2 26.37% value of the work is completed. Plinth beam concrete completed. Sand filling work is in progress.3 Works to be done as per Combined Milestone:

Mile stone 1 to the end of Dt: 07.03.12- Ground Floor and Plinth Level.Mile stone 2 to the end of Dt: 07.08.12- First Floor Roof Slab Cast.Mile stone 3 to the end of Dt: 07.01.13- Completion of Works.

4 Sand filling for stilt floor is in progress. The material is tested for gradation and silt content. The observedvalue of silt content is more than the specified value. NCR is issued for the same.

5 The center line Marking pedestals are disturbed. The same shall be erect immediately to verify the linermeasurements of the centre line of the columns. The outer to outer measurements of plinth beam wasverified and found 20 to 35 mm more than the required. It is requested to verify the same and takenecessary action for the rectification.Materials.

6 The soil sample was collected by the contractor at a depth of 2.5m from the ground level and sent to GitamUniversity to test the SBC value of soil and the result obtained is 9.0 t/m2 as against design SBC of 7.5t/m2 as per approved drawing for Type - D cyclone Shelter. The confirmatory test for SBC is conducted byTPQA. The SBC obtained is 9 t/m2

7 The field officers have furnished the test results for Soil SBC value, Mix Designs, Steel reports fromSheladia laboratory, Visakhapatnam and Water obtained from Department of RWS Srikakulam.






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13 Water: Sample is collected and sent to Panchayatraj internal water quality monitoring Laboratory Z.PCompound Srikakulam. Results are within the specified range as per IS: 456-2000 & IS: 3025-1986.


15 Cement coating for Steel: The protection of reinforcement against corrosion prior to placement of concreteis done by applying a Cement slurry coating on the steel. However it is advised to apply cement slurrywhen ever disturbed during bending, placing etc.(As per agreement technical specification of Subcl:1.3.27).The steel samples are randomly collected and tested for verification of Mass per Meter Run, theresults are given in Annexure-I

16 In foundation stage, The linear measurements of the centre line of columns are verified and fairly tallyingwith the approved drawing of Type-D Cyclone shelter with a SBC Value of 7.50 t/m2.



19 Spacing and dimension of stirrups are verified with reference to the drawing and they are found to be asper drawing. Clear cover is also verified.

20 Basement Filling with sand is in progress. The silt is observed more than the specified range. NCR isissued for the same during execution












Name ofWork: Construction of cyclone shelter at Runku in Santhabommali Mandal

1. Two works are there in this package:1) Construction of cyclone shelter at Kollipadu in Santhabommali Mandal,2) Construction of cyclone shelter at Runku in Santhabommali MandalThe individual progress of this work is nearly 20.80% value of work is completed.The combined progress of this package is 23.65%.

2 20.80% value of the work is completed. Sand filling work is in progress. The progress of work is slow asper mile stone.


4 Lying of PCC under plinth beam work is in progress. The plinth beam PCC levels are varying +40mm to -60

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mm as per the drawing. The same shall be rectified as per drawing before placing the plinth beamreinforcement.

5 The center line Marking pedestals are disturbed. The same shall be erect immediately to verify the linermeasurements of the centre line of the columns and plinth beam.Materials.

6 The soil sample was collected by the contractor at a depth of 2.5m from the ground level and sent to GitamUniversity to test the SBC value of soil and the result obtained is 9.0 t/m2 as against design SBC of 7.5t/m2 as per approved drawing. The confirmatory test for SBC is conducted by TPQA. The SBC obtained is9 t/m2

7 The field officers have furnished the test results for Soil SBC value, Mix Designs, Steel reports fromSheladia laboratory, Visakhapatnam and Water obtained from Department of RWS Srikakulam.






13 Water: Sample is collected and sent to Panchayatraj internal water quality monitoring Laboratory Z.PCompound Srikakulam. Results are within the specified range as per IS: 456-2000 & IS: 3025-1986.


15 Cement coating for Steel: The protection of reinforcement against corrosion prior to placement of concreteis done by applying a Cement slurry coating on the steel. However it is advised to apply cement slurrywhen ever disturbed during bending, placing etc.(As per agreement technical specification of Subcl:1.3.27).The steel samples are randomly collected and tested for verification of Mass per Meter Run, theresults are given in Annexure-I

16 In foundation stage, The linear measurements of the centre line of columns are verified and fairly tallyingwith the approved drawing of Type-D Cyclone shelter with a SBC Value of 7.50 t/m2.



19 Spacing and dimension of stirrups are verified with reference to the drawing and they are found to be asper drawing. Clear cover is also verified.

20 Filling with sand is completed. The silt is observed more than the specified range. NCR is issued for thesame during execution









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Name ofWork: Road from Pollada to Komaralthada & to cyclonic shelter.

1. Four works are there in this package:1) Road from Deppuru Bahadapalli road to Onkuluru & to cyclone shelter2) Road from Pollada to Komaralthada&to cyclonic shelter.3) Road from R&B Road to Devunalthada4) Road NP road to URK puramThe individual progress of this work is 43.70% value of work is completed.The combined progress of this package is 50.00%.

2 43.70% value of the work is completed. WBM Grade-II is completed, C.C roads not yet started and WBMGrade-III material collection is in progress.

3 Works to be done as per Combined Milestone:Mile stone 1 to the end of Dt: 06.01.12- Earthwork, CD Works and GSB.Mile stone 2 to the end of Dt: 06.05.12- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 06.09.12- BT and Road furniture.

4 The field officers have furnished the test results for Soil, GSB and Mix Design obtained from Department ofCivil Engineering, Gitam University and Sheladia Associates, Visakhapatnam.

5 The formation width is verified from KM 0/00 to KM 0/780 and found to be tallying with the requiredmeasurements of the approved drawing.

6 It is observed that the shoulder material of sand and gravel is not properly mixed and at some locations raincuts are observed. It shall be scarified, suitably remixed, watered to OMC and compacted to achieve therequired relative compaction of min.98% of lab MDD as per the agreement clause.

7 Aggregate for WBM Gr-II: The gradation and other physical tests are conducted for Coarse aggregate andthe observed values are satisfying the requirements of MORD Para 400.7 & 400.8

8 The measurements like width and thickness of the WBM Grade-II layer from KM 0/000 to KM 0/780 isverified and found to be tallying with the required measurements. The details are given in Annexure -1.

9 Volumetric analysis tests were conducted from KM 0/000 to KM 0/485 for WBM Gr.-II layer. Therequirements are satisfactory as per clause 405.13 of QA PMGSY Volume-II.

10 The approved letters of quarries like earth and aggregates were not produced by field officers forverification.

11 Temporary KM Stones are erected in this working road stretch. Insisted to erect permanent stones.12 Village name boards, Guard stones, cautionary and mandatory signboards at necessary points all along the

outer edge of sharp curves and at school locations shall be erected.13 Para wise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from R&B Road to Devunthalada.

1. Four works are there in this package:1) Road from Deppuru Bahadapalli road to Onkuluru & to cyclone shelter and2) Road from Pollada to Komaralthada&to cyclonic shelter.3) Road from R&B Road to Devunalthada4) Road NP road to URK puramThe individual progress of this work is 48% value of work is completed.

The combined progress of this package is 50.00%.2 48 % value of the work is completed. WBM Grade-II is completed, C.C roads not yet started and WBM

Grade-III collection is in progress.

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5 The formation width is verified from KM 0/00 to KM 0/380 is verified and found to be tallying with therequired measurements of the approved drawing.



8 The measurements like width and thickness of the WBM Grade-II layer from KM 0/000 to KM 0/380 isverified and found to be tallying with the required measurements. The details are given in Annexure -1.

9 Volumetric analysis tests were conducted from KM 0/000 to KM 0/485 for WBM Gr.-II layer. Therequirements are satisfactory as per clause 405.13 of QA PMGSY Volume-II.

10 Sand: a) Sieve Analysis tests are conducted. Sand is confirming to Zone II per MORD Clause 1103.Fineness modulus is varying from 2.52 -2.54 as against the allowable limits of. 2.4 to 3.50. The results arefound satisfactory.

11 Coarse Aggregates: Sieve analysis for 20mm metal is conducted and observed values are within thespecified range as per MORD Clause 1103.

12 The measurements like width and length of parapet walls of the entire slab culvert are verified and found tobe tallying with the approved drawing.

13 The test reports are not shown for water utilized in the CD Works to the TPQA staff during the inspectionfor verification.


15 Temporary KM Stones are erected in this working road stretch. Inistited to erect permanent stonesimmediately

16 White wash shall be done to parapet walls of the constructed culvert for the clear visibility of vehiculartraffic.

17 Village name boards, Guard stones, cautionary and mandatory signboards shall be erected at necessarypoints all along the outer edge of sharp curves and at school locations shall be erected.

18 Para wise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from NP road to URK Puram.

1. Four works are there in this package:1) Road from Deppuru Bahadapalli road to Onkuluru & to cyclone shelter2) Road from Pollada to Komaralthada&to cyclonic shelter.3) Road from R&B Road to Devunalthada4) Road NP road to URK puramThe individual progress of this work is 25.33% value of work is completed.The combined progress of this package is 50.00%.

2 25.33% value of the work is completed. WBM Grade-III collection is in progress, C.C road not yet started.3 Works to be done as per Combined Milestone:

Mile stone 1 to the end of Dt: 06.01.12- Earthwork, CD Works and GSB.Mile stone 2 to the end of Dt: 06.05.12- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 06.09.12- BT and Road furniture.


5 The formation width is verified from KM 0/00 to KM 2/270 and in the stretch from 0/020 to 0/120, formationwidth is very narrow and in the remaining length, the formation width is as per requirement.

6 It is observed that the shoulder material of sand and gravel is not properly mixed and some locations raincuts are observed. It shall be scarified, suitably remixed, watered to OMC and compacted to achieve the

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required relative compaction of min.98% of lab MDD as per the agreement clause.7 Up to WBM GR-II road work was done under NREGS programmed.8 Sand: a) Sieve Analysis tests are conducted. Sand is confirming to Zone II per MORD Clause 1103.

Fineness modulus is varying from 2.58 -2.62 as against the allowable limits of. 2.0 to 3.50.9 Single Sized Aggregates: Sieve analysis for 20mm metal is conducted and observed values are within the

specified range as per MORD Clause 1103.10 C.C Cubes : M20 grade C.C Cubes Compressive strength results are satisfactory as per acceptance

criteria of per MORD section 800.11 Laying and Jointing of pipes and back filling for pipe culverts was done as per specifications of the MORD

section 110012 The test reports are not shown for water utilized in the CD Works to the TPQA staff during the inspection

for verification.13 The approved letters of quarries like earth and aggregates were not produced by field officers for

verification.14 The measurements like width and length of parapet walls of all the pipe culverts are verified and found

verifying with reference to the approved drawing.15 Temporary KM Stones are erected in this working road stretch. The field officers are requested to erect

permanent stones immediately16 White wash shall be done to parapet walls of the existing and constructed culverts for the clear visibility of

vehicular traffic.17 Village name boards, Guard stones, cautionary and mandatory signboards at necessary points all along the

outer edge of sharp curves and at school locations shall be erected.18 Para wise compliance report shall be furnished duly attending to the above remarks.

Name ofWork: Road from Kotcherla road to Pathesundrapalem

1. Four works are there in this package:1) Road from Kotcherla road to Pathesundrapalem in Etcherla Mandal and2) Road from Kotcherla road to Kollibhemavaram & Cyclonic shelter in Etcherla Mandal3) Road from Koyyam R&B road to Moosavanipeta in Etcherla Mandal4) Road from Mentada to Dovupeta in Etcherla Mandal.Individual progress of work is 40%

2 40.00 % value of the work is completed. WBM GR-III completed3 Works to be done as per Combined Milestone:


4 The field officers have furnished the test results for Soil, GSB, WBM, Mix Design and Water obtained fromDepartment of Civil Engineering, Gitam University, and Visakhapatnam.

5 The GSB Samples collected by TPQA were sent for testing to SSGC Lab for conducting test of CBR andPI.

6 The formation width is verified from KM 0/00 to KM 0/500and at some locations the width of formation isless. The field officers are requested to furnish the reasons for the same. (Avg.road widths from Km: 0/0 toKm 0/200is 7.25m and Km: 0/200 to Km 0/500 is varying 7.3 to 7.00m)

7 It is observed that the shoulder material of sand and gravel is not properly mixed. It shall be scarified,suitably remixed, watered to OMC and compacted to achieve the required relative compaction of min.98%of lab MDD as per the agreement clause.

8 The measurements like width and thickness of the WBM Grade-II and Gr-III layer from KM 0/000 to KM0/500 is verified and found to be tallying with the required measurements. The results are tabulated inannexure-I and II

9 Volumetric analysis tests were conducted from KM 0/000 to KM 0/450 for WBM GR-II layer. The results arefairly satisfying sub clause 405.13 of PMGSY Quality manful volume-II.

10 Temporary KM Stones are erected in this working road stretch. The field officers are requested to erectpermanent stones immediately

11 Village name boards, Guard stones, cautionary and mandatory signboards at necessary points all along theouter edge of sharp curves and at school locations shall be erected.

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Name ofWork: Road from Koyyam R&B Road to Moosavanipeta

1. Four works are there in this package:1) Road from Kotcherla road to Pathesundrapalem in Etcherla Mandal and2) Road from Kotcherla road to Kollibhemavaram & Cyclonicshelterin Etcherla Mandal3) Road from Koyyam R&B road to Moosavanipeta in Etcherla Mandal4) Road from Mentada to Dovupeta in Etcherla MandalThe combined progress of this package is 50.00% .

2 80.00 % value of the work is completed. B.T completed and C.C roads not yet started.3 Works to be done as per Combined Milestone:


4 The field officers have furnished the test results for Soil, GSB, WBM, Mix Design and Water obtained fromDepartment of Civil Engineering, Gitam University and Sheladia Associates, Visakhapatnam.

5 The formation width is verified from KM 0/00 to KM 0/600 and at some locations the width of formation isless. The field officers are requested to furnish the reasons for the same. (Avg.road widths from Km: 0/300to Km 0/600 is 6.5m and from Km: 0/790 to Km 1/340 it is varying from 6.25 to 6.5m)

6 In the agreement earth work quantity was not provided. But TPQA requested the line department to explorethe feasibility of widening the formation width to 7.50m.


8 Aggregate for Seal Coat: The gradation seal coat chips conducted and the observed values are fairlysatisfying the requirements of MORD Para 510.2.2

9 The thickness and BT content for OGPC+ seal coat verified and given in annexure 2 and 310 Aggregate for WBM Gr-III: The gradation and other physical tests are conducted for Coarse aggregate and

the observed values are satisfying the requirements of MORD Para 400.7 & 400.811 The measurements like width and thickness of the WBM Grade-III layer from KM 0/000 to KM 1/340is

verified and found to be tallying with the required measurements. The details are given in Annexure -1.12 Volumetric analysis tests were conducted from KM 0/000 to KM 1/340 for WBM II Iayers. The requirements

are as per sub clause 405.13 of PMGSY QA Manual Vol.213 Sand: a) Sieve Analysis tests are conducted. Sand is confirming to Zone II as per MORD table 800.214 Graded Aggregates : Sieve analysis for 20mm graded metal are conducted and observed values are within

the specified range as per MORD table 800.115 C.C Cubes : M20 grade C.C Cubes Compressive strength results are as per acceptance criteria as per

MORD specification16 Laying and Jointing of pipes and back filling for pipe culverts are done as per specifications of the MORD

section 110017 The test reports are shown for water utilized in the CD Works to the TPQA staff during the inspection for

verification.18 The approved letters of quarries like earth and aggregates were not produced by field officers for

verification.19 The measurements like width and length of parapet walls of all the pipe culverts are verified and found to

be tallying with the approved drawing.20 Temporary KM Stones are erected in this working road stretch. The field officers are requested to erect

permanent stones immediately21 White wash shall be done to parapet walls of the existing and constructed culverts for the clear visibility of

vehicular traffic.22 Village name boards, Guard stones, cautionary and mandatory signboards shall be erected at necessary

points all along the outer edge of sharp curves and at school locations.23 Para wise compliance report shall be furnished duly attending to the above remarks.

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Name ofWork: Road from Deppuru, Bahadapalli road to Onkuluru & cyclone shelter.

1. Four works are there in this package:1) Road from Deppuru Bahadapalli road to Onkuluru & to cyclone shelter2) Road from Pollada to Komaralthada&to cyclonic shelter.3) Road from R&B Road to Devunalthada4) Road NP road to URK puramThe individual progress of this work is 43% value of work is completed. The combined progress of thispackage is 50.00%.

2 43% value of the work is completed. WBM Grade-II is completed, C.C roads not yet started and WBMGrade-III collection is in progress.



5 The formation width is verified from KM 0/00 to KM 0/485 and found to be tallying with the requiredmeasurements of the approved drawing.



8 The measurements like width and thickness of the WBM Grade-II layer from KM 0/000 to KM 0/485 isverified and. The details are given in Annexure -2.

9 Volumetric analysis tests were conducted from KM 0/000 to KM 0/485 for WBM Gr.-II layer. Thecompaction requirements are satisfactory as per clause 405.13 of QA PMGSY Volume-II.

10 Sand: a) Sieve Analysis tests are conducted. Sand is confirming to Zone II of As per MORD Clause 1103.Fineness modulus is varying from 2.58 -2.62 as against the allowable limits of. 2.0 to 3.50. The results arefound satisfactory.

11 Single Sized Aggregates: Sieve analysis for 20mm metals is conducted and observed values are within thespecified range as per MORD Clause 1103.

12 C.C Cubes : M20 grade C.C Cubes Compressive strength results are satisfactory as per acceptancecriteria of per MORD specification of section 800.

13 Laying and Jointing of pipes and back filling for pipe culverts was done as per specifications of the MORDsection 1100

14 The test reports are not shown for water utilized in the CD Works to the TPQA staff during the inspectionfor verification.


16 The measurements like width and length of parapet walls of all the pipe culverts are verified and foundtallying (except for some minor variations) with the approved drawing.

17 Temporary KM Stones are erected in this working road stretch. The field officers are requested to erectpermanent stones after black tapping.

18 White wash shall be done to parapet walls of the existing and new culverts for the clear visibility ofvehicular traffic.

19 Village name boards, Guard stones, cautionary and mandatory signboards at necessary points edgepainted sandstones shall be fixed all along the outer edge of sharp curves.


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Name ofWork:

Construction of Cyclone shelter at Chakicharla in Ulavapadu Mandal, in PrakasamDistrict

1. 90 % value of the work is completed. Mile stone -III work is in progress.2 Milestone-I Upton 24.11.2011: All items up to stilt floor slab including Ramp, Staircase, Foundations,

Columns, Beams, PCC flooring etc all as per sanctioned estimate.3 Milestone2 up to 24.02.2012: All items up to second floor slab including first floor, and in second floor

including staircase columns etc all as per sanctioned estimate.4 Milestone3 24.05.2012: Head room plastering, flooring, water supply arrangements, sanitary fittings,

electrical items, compound wall, CC pavement, Earthen mound, water harvesting, septic tank, sump andsoak pit etc all as per sanctioned estimate.Materials

5 Cement: The Fineness of cement, Consistency of cement, Initial & Final setting of cement tests areconducted randomly and the results are within the permissible limits as per IS 4031.Confirmatory Design Mix

6 The field officer produced design mixfor M30 Grade of Concrete, the

duties are as follows

The TPQA got confirmatory design mix done by Bapatla EggCollege for M30 Grade of Concrete, the details are as

follows:

Material (mix-1Proportion) Units Material (mix-2 Proportion)

Cement 420 Kg/m³ Cement

CoarseAggregate

812.00 Kg/m³(20mm-66%),406.00 Kg/m³(10mm-34%)

Coarse Aggregate

Fine Aggregate 567 Kg/m³ Fine Aggregate

W/C Ratio 0.42 W/C Ratio

Target MeanStrength 38.25N/mm² Target Mean Strength

7 Steel:1.Steel samples are collected and sent to Civil Aid for testing of Physical and Chemical properties and theobtained results satisfy the specified limits as per IS 1786.2.The samples of 8mm, 10mm, 12mm, 16mm, 20mm & 25mm dia bars are collected during inspection andthe coefficients are verified as per code IS: 1786. The Results obtained are as follows:

8S.No Diameter (mm)

Weight per MeterLength (As per IS:

1786-1985)

Yield Stress(N/mm²)

Ultimate TensileStrength (N/mm²)

1 8 0.395 508 6102 10 0.617 495 6253 12 0.888 553 6724 16 1.58 650 7695 20 2.47 571 688

Note- For 8mm diameter bars permissible deviation is ±7% in weight.Note- For 10mm, 12mm and 16mm diameter bars permissible deviation is ±5% in weight.Note- For 20mm diameter bars permissible deviation is ±3% in weight.Note- The percentage of elongation is minimum 12%.Note- The Bend & Rebind test is also conducted on all the above samples and there is no transverse crackis observed during the testing of samples.

9 Graded Aggregates: Sieve analysis tests are conducted at regular intervals for graded metal (20mm 66%& 12 mm 34%), and the values are within limits as per table-2 of IS 383-1970.

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10 Sand: Sieve Analysis tests are conducted at regular intervals. Sand is confirming to Zone II and the valuesare within limits as per table-4 of IS 383-1970. Fineness modulus is varying from 2.45- 3.03 as against theallowable limits of 2.0 to 3.50.


12 C.C Cubes: M30 grade C.C Cubes are casted and tested, from the test results the values are satisfying therequirements for various components

13 Cement Coating of Steel: The protection of reinforcement against corrosion prior to the placement ofconcrete is done by applying a Cement slurry coating on the steel.

14 Water: Sample is collected and sent to Natural Resources Development Co-Operative Society Ltd.,Ongole. Results are within the specified range as per IS: 456-2000 & IS: 3025-1986.

15 Brick: Water absorption and Crushing strength tests are conducted as per specification IS 3495, results arewithin the specification limits.FoundationEarth work

16 Earthwork in excavation for structures is done as per drawing and technical specifications.17 The Excavated depths are verified as 2.50 meters and are fairly tallying with the approved Drawing.18 The soil sample is collected by the TPQA at a depth of 2.5m from the ground level and sent to SSGC LAB

in Nellore for confirmatory test of SBC value of soil at foundation level. The SBC obtained is 14.1t/m2 asagainst the design SBC of 10 t/m2 as per approved drawing.

19 The marking for Footing positions are verified and are tallying with the approved drawing of Type-D. Thelinear measurements of the center line of columns are verified and they are fairly tallying with the approveddrawing of Type-D Cyclone shelter with a design SBC Value of 10 t/m².

20 During execution the foundation levels and measurements of steel reinforcement and concrete are verifiedand they are fairly tallying with the approved drawing.

21 The field officers have not furnished the bills for cement and steel for every lot used for the shelter. Thesame shall be furnished to the TPQA staff for verification.

22 The measurements like width, thickness and length of PCC, Footings, Columns, plinth beam, Slabs andBeams etc. are verified and found to be tallying as per approved drawing.

23 During the concreting work the workability of concrete, concrete temperature are randomly checked &cubes are casted in site and tested after the curing period is complete.

24 The curing arrangements done for columns, beams & slabs are satisfactory.25 The Reinforcement steel is cement coated and neatly stacked on wooden blocks above the ground in clean

and dry condition and suitably marked to facilitate inspection and identification.26 Safety measures for workers such as Helmets, Gum Shoes etc, are provided by the contractor.27 The Contractor shall take necessary precautions for safety of the workers and preserving their health while

working in such jobs, which require special protection and precaution.28 Supplying and filling of sand including watering and tamping etc. were done as per requirement.29 Footings, Pedestals, Columns, plinth beam, Stair Case, Beams and Slabs are casted with M30 grade of

concrete.30 FOOTINGS-The plumb and measurements of footings are verified randomly before and after execution and

they tallied as per approved Drawing. The compressive strength of concrete cubes tested for footings isdone randomly which is within the permissible limits.

31 PEDASTALS-The plumb and measurements of Pedestals are verified randomly before and after executionand they tallied as per approved Drawing. the compressive strength of concrete cubes test for columns isdone randomly which is within the permissible limits are obtained

32 PLINTH BEAM-The measurements of Plinth Beam are verified randomly before and after execution andthey tallied as per approved Drawing. the compressive strength of concrete cubes test conducted forcolumns randomly which is within the permissible limits are obtained

33 STAIRCASE- The stair case and Ramp portion measurements are verified before and after execution and itis tallied as per approved drawing

34 Stilt floor to first floor ramp waist slab is completed. The waist slab measurements are verified and tallied asper approved drawing

35 Instead of providing M.S Railing brick work is constructed on ramp portion. For which deviation approval isrequired.

Foundations, First Floor, Second Floor and Terrace Floor36 M30 concrete for lintels, coleus, beams, slabs and stair case. For all the above M30 concrete members,

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reinforcement, grills, were verified with reference to the drawing and necessary rectifications were carriedout. After fully satisfying with the shuttering arrangements, OK cards were issued for concreting.

37 During concreting, TPQA monitored the proportioning of the ingredients, water cement ratio, slump andplacement of concrete etc. During their inspection. Casting of cubes was also carried out.

38 After curing is over and shutters are removed, concreting surfaces were checked for finishing on theinstructions were issued to carry out minor rectifications.

39 Cubes were tested for 7 day and 28 day compressive strength. Also non destructive rebound hammer testswere done on the concrete surfaces.

40 Brick Work: With CM(1 : 6) was verified for measurements, thickness of mortar joint, mortar quality, line andcuring etc.

41 Reinforced brick masonry 115mm thick with second class bricks, embedded with 2-8 mm Φ rods in everythird layer was also verified at different stages.

42 20 mm thick outside plastering and 12mm thick in side plastering was verified for thickness, curing andquality etc at various stages.

43 Painting to exterior surface of walls is in progress44 Painting to Internal surface of walls is in progress45 The Door frames are fixed in brick wall construction and Doors are to be fixed. The Door frames are made

with sale wood of sizes 75mm x 100mm. The size of door frames are found to be in the range of 73 x 76mm x 98mm to 101mm.

46 Before filly the door frames in Brick wall, it is painted with liquid bitumen on wall side with 6 Nos of holdfasts (3 on each side) are provided and found satisfactory as per agreement.

47 Flooring with polished Tangur stones slabs of 15 mm thick is in progress, the Measurements of tenderstone slabs are verified and the thickness is varying from 13 mm to 18mm.

48 FOR STEPS-Flooring with polished Tangur stones slabs of 15 mm thick is to be done.49 Providing skirting to internal walls to 15 cm height/risers of steps with 15 mm thick polished Tangur stone

length work is in progress50 The Window sizes are verified and compared with 1.50 m x 1.20 m. and found satisfactory except for minor

variation.51 The Window frame made of sale wood of sizes are compared with 100 x 75mm of and found satisfactory

Before fixed the Window frames in Brick wall and it is painted with liquid bitumen on wall side with 2 Nos ofhold fasts is provided and found satisfactory as per agreement.

52 The 16mm rods are fixed to the Window frame @ 10cm interval against the 30 Cm interval, for whichworking estimate approval is required.

53 As per approved Drawing fixing of four windows in one side brick wall is proposed but the length of wall isnot sufficient. Hence three windows in one side of brick wall and fourth window were fixed in another brickwall for both same HALL-1 and HALL-2.

54 The ventilator sizes are verified and compared with the required 0.60 m x 0.30 m. and found satisfactoryexpect for minor variations.

55 The ventilator frame made of sale wood of sizes are compared with the required 75mm x 100 mm and theyare varying slight by found satisfactory as per agreement., Before fixed the Window frames in Brick walland it is painted with liquid bitumen on wall side with 2 Nos of hold fasts is provided and found satisfactory.Lowers for clearing the ventilators may be provided.

56 The 16mm rods (2nos) are fixed to the ventilators frame and found satisfactory as per agreement.57 The application of crushed stone graded Pebble dash exterior plaster on walls is completed and found

satisfactory as per agreement.58 Painting to exterior surface of walls is in progress59 Painting to Internal surface of walls is in progress60 APPROACH ROAD- to be taken up.61 COMPOUND WALL: 120 meters length compound wall is completed. For approximately 50 meters length

compound wall is to be constructed. For which working estimate approval is required.62 The measurements of Earthwork in excavation are verified and found to be tallying.63 It is observed that construction joints are provided at 21M cc.64 The Construction of CRS masonry with hard granite stone is completed and the measurements are verified.65 COMPOUND WALL GATE- IN PROGRESS(GATE IS AVAIABLE ATSITE)66 WATER HARWESTING & SOAK PIT- Water harvesting is completed and soak pit work is in progress.67 Sump: sump is completed as per approved drawing68 Cattle Platform : Cattle platform is completed and revetment work is in progress69 The informatory sign boards with all details are provided at site as per the guidelines given by the SPIU,

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NCRMP.70 O.K CARDS are issued at every stage of work Reports are enclosed Annexure-VIII71 ELECTRICAL WORK: Is in progress72 Approved Electrical Drawings are not available at site.73 The field officers have not furnished the approved quarry letters for metal, sand and water used for the

shelter. The same shall be furnished to the TPQA staff during next inspection for verification.

Name ofWork: Road from R&B Road to Mandevaripalem in Guntur District

1. Progress: About 90% of work is completed. Shoulders are in progress.Materials:

2 Sieve analysis is conducted of WBM material and the results are fairly satisfying the requirements ofMORD Table 400.8

3 The measurements like width and thickness of the WBM Grade-III layers from 0/2+04 to0/4+133 M areverified and found fairly tallying with the required measurements. The details are given in Annexure -I

4 We conducted the volumetric analysis tests from km 0/2+04 to km 0/4+133 for WBM layers. It is fairlytallying to the specification of MORD.

5 The shoulder material work in progress and compaction is to be done.6 During execution, The rate of spraying of prime coat is verified and found to be within the specified limits

as per Clause 502 and Table 500.1 of MORD. The spraying temperatures are also observed duringexecution and found to be varying from 30°C to 37°C, which are within the specified limits as per MORDspecifications.


8 t is obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from Km0/0+128 to0/4+154.6 Km are verified and found to be tallying with the requirement as per IRC:SP:20 and IRC:SP:11.The details are given in Annexure - II.


10 The measurements like width and thickness of the OGPC & Seal coat from Km 0/0+128to 0/4+154.6 Kmand Km is verified and found to be fairly tallying with the required measurements. The details are given inAnnexure-III

11 Gradation is conducted for OGPC and Seal coat CA material and results are found to be within thespecified limits as per agreement specification.

12 Aggregate for Seal Coat: The gradation seal coat chips conducted and the observed values are fair lysatisfying the requirements of MORD Para 510.2.2

13 During execution, Temparature at mixing, laying and at compaction are verified and found to be within thespecified temperature range.

14 The Contractor shall take necessary precautions for safety of the workers and preserving their health whileworking in such jobs, which require special protection and precaution

15 Site order book is not being maintained by the field officers. The field officers are requested to maintaininvariably the site order book and get the instructions from the inspecting officers from time to time.

16 Material Registers are not available. The field officers are requested to maintain the material registers andsame shall be furnished to the T.P.Q.A. staff for verification.

17 KM & HM Stones are not available on the working road stretch. The field officers are requested to erectthem after compaction of widened portions.

18 The project informatory boards with all details were not provided as per agreement. The same may beprovided immediately at site as per the guidelines given by PIU, NCRMP.

19 The field officers have not furnished manufacture certificate of bitumen test results or bill to the T.P.Q.A.staff for verification.

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Name ofWork: Road from R&B Road to Yaramvaripalem.

1. Progress: CC pavement work is in Completed. GSB is in progress. Compaction to be done.Materials :

2 Blended Mix Gradation test conducted for 20mm, 12.5 mm and sand observed values are within thespecified range as per table 1500.3 of MORD Specifications for Rural Roads.

3 CC pavement measurements are verified and they are fairly tallying with the Drawing requirements. Resultsare furnished in Annexure-I.

4 The core strength results are furnished in Annexure II. The core compressive strength of 3 cores taken isfound to be varying from 25.94 to 26.93 N/mm2 as against the minimum average requirement of 25.50N/mm2.

5 Site order book is not being maintained by the field officers. The field officers are requested to maintaininvariably the site order book and get the instructions from the inspecting officers from time to time.

6 The field officers have not furnished the test results for Embankment soil .The field officers are requested tofurnish the Soil test results to the T.P.Q.A. staff for verification. The field officers shall be instructed in thisregard.

7 The earth work done in the widening portion is not yet compacted. It is to be compacted in layers and thefield dry density shall be compared with laboratory maximum Dry density for ensuring the specified relativecompaction.

8 The field officers have not furnished test reports of manufacturer for cement to the T.P.Q.A. staff forverification.

9 For the C.C road, contraction joints are not provided. The contraction joints shall be cut immediately as persub clause- 1501.8 of More.



12 The project informatory boards with all details were not provided as per agreement. The same may beprovided immediately at site as per the guidelines given by PIU, NCRMP.

13 Cautionary signboards at necessary points and village name boards shall be erected. Guide stones shallbe fixed along the outer edge of all the sharp curves. Extra width off formation is necessary at sharpcurves.

14 DCBM, TBM Stones are not available at site. The field officers are requested to fix the DCBM & TBMStones and carry the levels and same shall be furnished the DCBM & TBM list to the T.P.Q.A. staff forverification.

15 Pre-levels of earth work are not submitted by the field officer. Hence The field officers are requested tofurnish the prelates to the T.P.Q.A. staff for verification.

16 Compliance shall be submitted parawise at an early date after attending to the above remarks.

Name ofWork: Road from R&B Road to Pedagollapalem Cyclone Shelter.

1. Progress: About 96% of the work is completed .C C Road is completed. Shoulder work is in progress andcompaction is to be done.Materials :


3 CC pavement measurements are verified and fairly tallying with the Drawing requirement. Results arefurnished in Annexure I.

4 The core strength results are furnished in Annexure II.5 Cement concrete cubes are tested and the results are satisfying the requirement as per MORD Table

800.4. Results are furnished in Annexure III.6 Cement was tested and the results are within the specified limits as per MORD Clause 802.2.7 The field officers have not furnished the test results for C pavement materials. The field officers are

requested to furnish the C pavement materials test results to the T.P.Q.A. staff for verification.

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8 The field officers have not furnished certificate of cement test results by the manufacturers to the T.P.Q.A.staff for verification.



11 The informatory and identification of semi - reflective sign boards with all details shall be provided as perthe agreement.

12 The quality control tests should be conducted as per IRC SP-11, maintain Q.C. record and the same shallbe produced to Q.A. wing for verification.

13 It is absorb that the C.C road and existing B.T surface joint not properly, it is to be done properly.14 Compliance shall be submitted parawise at an early date after attending to the above remarks.

Name ofWork: Road from R&B Road to Kesavapuri ST colony.

1. Progress: about 95% of work is completed .C C Road is completed. Shoulder work is in progress.Materials:


3 CC pavement measurements are verified and fairly tallying with the Drawing. Results are furnished inAnnexure I.

4 The core strength results are furnished in Annexure II.5 Cement concrete cubes are tested and the results are satisfying the requirement as per MORD Table

800.4. Results are furnished in Annexure III.6 Cement was tested and the results are within the specified limits as per MORD Clause 802.2.7 There will be a level difference in construction joints. And the finishing is not good. The field officers are

request to take necessary precautions to keep both joints at same level. Finish the rough surface bymaking a grove of 20mm and neatly finish with sealant material. Guidelines of MORD clause 1501 shall befollowed

8 For the C.C road, contraction joints are not provided, .The field officers are requested to take necessaryaction to provide the same as per MORD Sub clause 1501.22.

9 The field officers have not furnished the test results for C pavement .The field officers are requested tofurnish the C pavement test results to the T.P.Q.A. staff for verification.

10 The field officers have not furnished certificate of cement test results of manufacturers to the T.P.Q.A. stafffor verification.



13 The informatory and identification of semi - reflective sign boards with all details shall be provided as perthe agreement.

14 The quality control tests should be conducted as per IRC SP-11, maintain Q.C. record and the same shallbe produced to Q.A. wing for verification.

15 Compliance shall be submitted parawise at an early date after attending to the above remarks.

Name ofWork:

Road from Kotha Satram R&B to Indrsanagar (via) Thumalapenta palam ,Patharavadupalam ,Ramudu palam, Karaduvari palam &Sreeramapuram in SPSR Nellore District.

1. Milestone 1 - Earthwork, Pipe Culverts, GSB - (28.12.2012)Milestone 2 - WBM Gr. II & III and shoulders and Cc pavement (28.4.2012)Milestone 3 - BT & Road furniture (28.08.2012)

2 Value of work completed is about 83% of the agreement value.3 As per agreement there are 5No of CD works .But contractor has not executed so far, The field officers

have informed that the pipe culverts are not required as per site conditions.

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4 The measurements like width and thickness of the WBM Gr.-II Layer from Km 0.00 to Km 4.865 is verifiedand found to be fairly tallying with the required measurements. The details are given in Annexure-1.

5 Volumetric analysis tests were conducted for WBM Grade-II layer from Km 0.000 to Km 4.865. It is fairlytallying with the specfication of sub clause 405.13 of PMGSY Quality Assurance Manual Volume II.

6 The measurements like width and thickness of the WBM Gr.-III Layer from Km 0.00 to Km 4.865 is verifiedand found fairly tallying with the required measurements. The details are given in Annexure-II.

7 Volumetric analysis tests were conducted for WBM Grade-III layer from Km 0.000 to Km 4.865. It is fairlytallying with the specfication of clause 405.13 of PMGSY Quality Assurance Manual Volume II.

8 We suggested to contractor to compact the sand mixed gravel shoulders simultaneously along with theWBM layers as per MORD section 405,Para 405.3.5.

9 The shoulder material of sand and gravel is not properly mixed. It shall be scarified, suitably remixed,watered to OMC and compact acted to achieve the required relative compaction of min.98% of lab MDD asper the agreement clause.

10 Aggregate for Seal Coat: The gradation seal coat chips was conducted and the observed values are fairlysatisfying the requirements of MORD Para 510.2.2

11 During execution, The rate of spraying of prime coat is verified and found within the specified limits as perClause 502 and Table 500.1 of MORD. The spraying temperatures are also observed during execution andfound varying from 30°C to 37°C, which are within the specified limits as per MORD specifications.

12 During execution, the rate of spreading of tack coat is verified and found to be within the specified limits asper Clause 503 and Table 500.2 of MORD. The spraying temperatures are also observed during executionand found varying from 30°C to 37°C, which are within the specified limits as per MORD specifications 501.

13 During execution, Temperature at mixing, laying and at compaction are verified and found to be within thespecified temperature range as per MORD Para 508.1.3.4

14 The measurements like width and thickness of the OGPC & Seal coat from Km 0/0 to Km 4/865 is verifiedand found to be fairly tallying with the required measurements. The details are given in Annexure- III.

15 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from KM 0/00 andKm 4/865 are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. The detailsare given in Annexure - IV.

16 Cautionary, direction and place identification sign board shall be Semi reflective, for better visibility forvehicular traffic during the night. The boards provided are not of semi reflection type.

17 Cautionary, direction and place identification sign board are provided; They shall be Semi reflective forbetter visibility for vehicular traffic during the night. The boards provided are not of semi reflection type.


Name ofWork: Road from pedattapupalem R&B road to Chennayapalem H.wada

1. 73 % value of the work is completed. Shoulders are in progress.2 Work to be done as per Milestones:

Mile stone 1 to the end of Dt: 16.06.11- Earthwork, CD Works, ccpavement and GSB.Mile stone 2 to the end of Dt: 16.11.11- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 16.4.12- BT and Road furniture.

3 The measurements like width and thickness of the WBM Gr.-II Layer from Km0.000 to Km2.600 is verifiedand found fairly tallying with the required measurements. The details are given in Annexure-1.

4 Volumetric analysis tests were conducted for WBM Grade-II layer from Km 0.000 to Km 2.600. It is fairlytallying with the specfication of clause 405.13 of MORD.

5 The measurements like width and thickness of the WBM Gr- III Layer from Km0.000 to Km2.600 is verifiedand found fairly tallying with the required measurements. The details are given in Annexure-1.

6 Volumetric analysis tests were conducted for WBM Gr-III layer from Km 0.000 to Km 2.600. It is fairlytallying with the specfication of clause 405.13 of PMGSY Quality Assurance Volume II.

7 We suggested to contractor to compact the sand mixed gravel shoulders simultaneously along with theWBM layers as per MORD section 405,Para 405.3.5.

8 The shoulder material of sand and gravel not properly mixed. It should be scarified and remixed ,water toOMC and compacted to achieve the required density as per specification

9 Aggregate for Seal Coat: The gradation tests for seal coat chips were conducted and the observed valuesare fairly satisfying the requirements of MORD Para 510.2.2

10 During execution, The rate of spraying of prime coat is verified and found within the specified limits as per

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Clause 502 and Table 500.1 of MORD. The spraying temperatures are also observed during execution andfound to be varying from 30°C to 37°C, which are within the specified limits as per MORD specifications.


12 During execution, Temparature at mixing, laying and at compaction are verified during execution and foundto be within the specified temperature range.

13 The measurements like width and thickness of the OGPC & Seal coat from Km 0/0 to Km and Km 2/600 isverified and found to be fairly tallying with the required measurements. The details are given in Annexure-II.

14 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from Km 0/0 to Kmand Km 2/600 are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. Thedetails are given in Annexure - III.

15 Cautionary, direction and place identification sign board shall be Semi reflective, for better visibility forvehicular traffic during the night. The boards fixed are not of semi reflection type.

Name ofWork: Road from NH5 to Sambasivapuram

1. Two works are in this package:95 % value of this work is completed. Road furniture has to be taken up

2 Works to be done as per Combined Milestone:Mile stone 1 to the end of Dt: 19.06.11- Earthwork, CD Works and CC PavementMile stone 2 to the end of Dt: 18.11.11- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 18.04.11- BT and Road furniture.

3 The field officers are requested to instruct the contractor to maintain site order book and get the instructionsfrom the inspecting officers time to time.Materials.

4 Sieve analysis is conducted on Coarse Aggregates for WBM grade II and grade III layers and the resultsare fairly satisfying the requirements of MORD Table 400.8

5 The field officers are requested to provide the guard stones at outer edge of along the Canal ,and paintingto be done with white and black strips for better visibility for vehicular traffic during the night

6 The formation width is verified between KM 0/075 to KM 2/950 and at some locations the width of formationis less. The field officers are requested to furnish the reasons for the same.

7 The measurements like width and thickness of the GSB layers from KM 0/075 to KM 2/950 are verified andfound to be fairly tallying with the required measurements. The details are given in Annexure -1


9 The measurements like width and thickness of the WBM Grade-II and WBM Grade-III layers from KM 0/000to KM 2/850 are verified and found to be fairly tallying with the required measurements. The details aregiven in Annexure -2

10 We conducted the volumetric analysis tests from KM 0/000 to KM 2/850 for WBM layers. It is fairly tallyingto the requirements given in sub clause 405.13 of PMGSY Quality Assurance volume II.

11 We suggested to contractor to construct the sand mixed gravel shoulders simultaneously with the WBMlayers as per MORD section 405,Para 405.3.5.

12 The shoulder material of sand and gravel is not properly mixed. It shall be scarify, suitably remix, wateredto OMC and compact to achieve the required relative compaction of min.98% of lab MDD as per theagreement clause.

13 Gradation is conducted for OGPC and Seal coat Coarse Aggregate material and results are found to bewithin the specified limits as per agreement specification.

14 During execution, The rate of spraying of prime coat is verified and found to be within the specified limitsas per Clause 502 and Table 500.1 of MORD. The spraying temperatures are also observed duringexecution and found varying from 30°C to 37°C, which are within the specified limits as per MORDspecifications.

15 During execution, the rate of spreading of tack coat is verified and found to be within the specified limits asper Clause 503 and Table 500.2 of MORD. The spraying temperatures are also observed during execution

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and found varying from 30°C to 37°C, which are within the specified limits as per MORD specifications.16 During execution, Temparature at mixing, laying and at compaction are verified during execution and found

to be within the specified temperature range.17 The measurements like width and thickness of the OGPC & Seal coat from Km 0/0 to Km and Km 2/850 is

verified and found to be fairly tallying with the required measurements. The details are given in Annexure-5.18 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from Km 0/0 to Km

and Km 2/850are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. Thedetails are given in Annexure - 4.

19 The Cautionary ,Direction and place of identification of semi - reflective sign boards with all details shall beprovided as per the agreement, for better visibility for vehicular traffic during the night

20 In KM 2 It is observed that rain cuts and gullies formed at some places. The same shall be rectifiedimmediately.

21 The Contractor shall take necessary precautions for safety of the workers and preserving their health whileworking in such jobs, which require special protection and precaution


Name ofWork: Road from Kakuvaripalem R&B Road to Vellapalem in Chillakur Mandal SPSR Nellore

1. 84 % value of the work is completed.2 Work to be done as per Milestones:

Mile stone 1 to the end of Dt: 22.08.2011- Earthwork, CD Works, ccpavement and GSB.Mile stone 2 to the end of Dt: 22.11.2011- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 22.02.2012- BT and Road furniture.

3 The measurements like width and thickness of the GSB Layer from Km 0/0 to Km 1/380 are is verified andfound to be tallying with the required measurements. The details are given in Annexure - 1. As per MORDspecifications minimum CBR requirement for GSB is 20%. In special cases, the minimum CBR can berestricted to 15%. It is to be specified in the agreement specification to avoid confusion.Materials

4 Cement: The fineness of cement, consostency of cement, initial & final setting of cement tests areconducted randomly and results are within the permissible limits.

5 Coarse Aggregate: Sieve analysis for 20 mm graded metal is conducted and observed values are withinthe specified limits as per table-2 of IS 383

6 Fine aggregate: Sieve analysis test are conducted. Sand is conforming to zone-II and the values are withinthe specified limits as per table-4 of IS 383-1970.Fineness modulus is varying from 2.77 to 2.81 as againstthe allowable limits of 2.0 to 3.50

7 Workability of concrete: The slump cone test was conducted for M30 grade of concrete. The values whichare obtained are satisfactory as per mix design,

8 CC Cubes: M30 grade CC cubes are casted and tested and the test results are satisfactory.9 M30 grade CC Pavement is completed from Km 1.257 to Km 1.380

10 3 No's of cores were taken to verify the thickness and compressive strength. The average thicknessobserved as 201mm to 204mm against 200mm thick. The Equivalent Cube Strength varies from 29.68 to31.11 N/mm2 as against requirement of 25.5 N/mm2.

11 Spacing of Mechanically sawn Construction joint shall be done for at a spacing of 2.5m to 3.75 m12 Minor cracks are observed near ch.1293. This is due to delayed joint cutting. Guidelines given in section

1500 MORD shall be followed.13 Field Dry Density (FDD) tests were conducted for GSB layer from Km 0.000 to Km 1.380. It is fairly tallying

with the specification after recompaction.14 The measurements like width and thickness of the WBM Gr.-II Layer from Km 0.000 to Km 1.257 are

verified The details are given in Annexure-215 Volumetric analysis tests were conducted for WBM Gr-II layer from Km 0.000 to Km 1.257. It is fairly

tallying with the requirement of clause 405.13 of PMGSY Quality Assurance Volume II.16 The measurements like width and thickness of the WBM Gr- III Layer from Km 0.000 to Km 1.257 are

verified and the required measurements. The details are given in Annexure-317 Volumetric analysis tests were conducted for WBM Gr-III layer from Km 0.000 to Km 1.257. It is fairly

tallying with the requirement of clause 405.13 of PMGSY Quality Assurance Volume II.18 The sand mixed gravel shoulders simultaneously with the WBM layers as per MORD section 405, Para

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405.3.5.19 The shoulder material of sand and gravel not properly mixed. It should be scarified and remixed, water to

OMC and compacted to achieve the required density of 98%.20 Aggregate for OGPC: The gradation and other physical tests are conducted for Coarse aggregate and the

observed values are satisfying the MORD Para 508.1.2.1.21 Aggregate for Seal Coat: The gradation test for seal coat chips were conducted and the observed values

are fairly satisfying the requirements of MORD Para 510.2.2 as per the instruction of TPQA.22 During execution, The rate of spraying of prime coat is verified and found within the specified limits as per

Clause 502 and Table 500.1 of MORD. The spraying temperatures are also observed during execution andfound varying from 35°C to 45°C, which are within the specified limits as per MORD specifications.

23 During execution, the rate of spread of tack coat is verified and found within the specified limits as perClause 503 and Table 500.2 of MORD. The spraying temperatures are also observed during execution andfound to be varying from 30°C to 37°C, which are within the specified limits as per MORD specifications.

24 During execution, Temparature at mixing, laying and at compaction are verified during execution and foundto be within the specified temperature range. The tempera ions were regularly monitored.

25 The measurements like width and thickness of the OGPC & Seal coat from Km 0/0 to Km 1/257 is verified.The details are given in Annexure-4

26 The obtained values of Bitumen Extraction Test Results for OGPC and Seal Coat in % from Km 0/0 toKm 1/257 are verified and found tallying with the requirement as per IRC:SP:20 and IRC:SP:11. The detailsare given in Annexure - 5

27 Cautionary, direction and place identification sign board shall be Semi reflective, for better visibility forvehicular traffic during the night.

28 Guard stones painted in black and white shall be erected all along the outer edge of curves29 O.K CARDS are issued at every stage of work.30 White washing is to be done to parapet walls for the newly constructed culvert for the clear visibility to the

vehicular traffic.31 The field officers are requested to maintain the site order book and get the instructions from the inspecting

officers from time to time.32 The Project informatory boards were erected with all details at site as per the guide lines given by SPIU,

NCRMP.

Name ofWork: Road from GD road to Vavillapalem in Vakadu Mandal of SPSR Nellore Dt.

1. Two works are there in this package. The individual progress of this work is 84.62%2 Works to be done as per Combined Milestone:

Mile stone 1 to the end of Dt: 09.8.2011- Earthwork, CD Works and CC PavementMile stone 2 to the end of Dt: 09.11.2011- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 09.02.2012- BT and Road furniture.

3 The field officers are requested to maintain site order book and get the instructions from the inspectingofficers from time to time.

4 The formation width is verified between KM 0/230 to KM 0/705 and Km 0/00 to 0/200 (Branch road) and atsome locations the width of formation is less. The field officers are requested to furnish the reasons for thesame. (Existing CC pavement is from Km 0.00 to Km 0.230 )

5 The measurements like width and thickness of the GSB layers from KM 0/230 to KM 0/705 and 0/00 to0/200 (Branch Road) are verified. The details are given in Annexure -1


7 The measurements like width and thickness of the WBM Grade-II layer from KM 0/230 to KM 0/705 andKm 0/00 to 0/200 (Branch Road) are verified. The details are given in Annexure -2

8 Volumetric analysis test conducted for WBM GR-II layer from KM 0/230 to KM 0/705 and Km 0/00 to0/200 (Branch Road). It is fairly tallying with the specification of Clause 405.13 of PMGSY Qualityassurance Volume =II

9 The measurements like width and thickness of the WBM Grade-III layer from KM 0/230 to KM 0/705 andKm 0/00 to 0/200 (Branch Road) are verified. The details are give in annexure -3

10 Aggregate for OGPC: The gradation and other physical tests are conducted for Coarse aggregate and the

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observed values are satisfying the MORD Para 508.1.2.1 after screening and removing the undersizedmaterials as per the guidance of TPQA.

11 Aggregate for Seal Coat: The gradation seal coat chips conducted and the observed values are fairlysatisfying the MORD Para 510.2.2 after screening the chips on 2.36 mm size screen.

12 During execution, The rate of spraying of prime coat is verified and found within the specified limits as perClause 502 and Table 500.1 of MORD. The spraying temperatures are also observed during execution andfound varying from 30°C to 37°C, which are within the specified limits as per MORD specifications.

13 During execution, the rate of spreading of tack coat is verified and found within the specified limits as perClause 503 and Table 500.2 of MORD. The spraying temperatures are also observed during execution andfound varying from 30°C to 37°C, which are within the specified limits as per MORD specifications.

14 During execution, Temparature at mixing, laying and at compaction are verified during execution and foundto be within the specified temperature range.

15 The measurements like width and thickness of the OGPC & Seal coat from Km 0/230 to Km 0/705 and Km0/00 to 0/200 (Branch Road) is verified. The details are given in Annexure-4

16 The Bitumen Extraction Test Results for OGPC and Seal Coat in % from KM 0/230 to KM 0/705 and Km0/00 to 0/200 (Branch Road) are verified as per IRC:SP:20 and IRC:SP:11. The details are given inAnnexure - 5

17 The field officers have not furnished the bills for Bitumen used for the road. The same shall be furnished tothe TPQA staff for verification.

18 The Cautionary, Direction and place of identification sign boards shall be semi - reflective. They shall beprovided as per the agreement.

19 White wash shall be done to body walls of the culverts for the clear visibility of vehicular traffic.20 The Hectometer Stones are fixed, but not as per specification Painting and printing to be done as per IRC-

67-2001.21 Provide the guard stones with painting all along the outer edge of the sharp curves.22 The measurements of R.C.C Slab Length 7.5m, width4.5m and depth 0.3m, are verified and found as per

approved Drawing.23 At the time of inspection in slab, we observed honeycombs in some locations of the return walls, it has to

be rectified and corrected properly as per MORD sub clause 811.24 The Project informatory boards were erected with all details at site as per the guide lines given by SPIU,

NCRMP.25 Para wise compliance report shall be furnished duly attending to the above remarks.

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11.0 Statement Showing the Inspections and Site Visits of Districts during the Month of May-2012

STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN SRIKAULAM DISTRICT FOR THE MONTH OF MAY 2012

SNO

.PACKAGE NO NAME OF WORK

TPQA INSPECTIONS DURINGTHIS MONTH

DATES OF VISIT NO. OFVISITS

1 NCRMP/B-W/ AP/Br/R&B/01/ Bendigadda/001 Construction of High level Bridge across Bendigadda at km4/10 of Pundi -Parlakimidi road in Srikakulam District. 10.05.12 1

2 NCRMP/B-W/ AP/Br/R&B/01/ Patnavanipeta/001Construction of HLB At KM 11/6-8 of NH-5 to patnavanipetaRoad Via Tamada connecting Sundarapalem in Srikakulam

District.11.05.12 & 26.05.12 2

3 NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005 Road from Kotcherla road to Kollibhemavaram & Cycloneshelter in Etcherla Mandal.

03.05.12, 04.05.12,05.05.12, 11.05.12 &

26.05.125

4 NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005 Road from Kotcherla road to Pathesundrapalem in EtcherlaMandal.

05.05.12, 06.05.12,07.05.12, 09.05.12,11.05.12 & 26.05.12

6

5 NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005 Road from Mentada to Dovupeta in Etcherla Mandal 31.05.12 1

6 NCRMP/B-W/AP/RCS/PRED/01/Etcherla/005 Road from Koyyam R & b road to Moosavanipeta in EtcherlaMandal 11.05.12 1

7 NCRMP/B-W/AP/RHB/PRED/01/Santhabommali/003

Road from Borubadra, Malagam road to Kollipadu viaSeepuram, Gantapeta in Santhabommali Mandal 03.05.12 1

8 NCRMP/B-W/AP/RHB/PRED/01/Santhabommali/003

Road from DPN R&B Road to Uddandapalem inSanthabommali Mandal.

02.05.12, 03.05.12,04.05.12, 11.05.12 4

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9 NCRMP/B-W/AP/MPCS/PRED/01/Santhabommali/005

Construction of Cyclone shelter at Kollipadu inSanthabommali Mandal.

03.05.12, 04.05.12,05.05.12, 19.05.12,

22.05.12, 11.05.12 &26.05.12

7

10 NCRMP/B-W/AP/MPCS/PRED/01/Santhabommali/005

Construction of Cyclone shelter at Runku in SanthabommaliMandal. 03.05.12, 11.05.12 2

11 NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002 Road from Deppuru, Bahadapalli road to Onkuluru & cycloneshelter.

11.05.12, 12.05.12,29.05.12, 31.05.12 4

12 NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002 Road from Pollada to Komaralthada & to cyclonic shelter. 07.05.12,11.05.12&29.05.12 3

13 NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002 Road from R&B Road to Devunthalada. 07.05.12, 11.05.12&12.05.12 3

14 NCRMP/B-W/AP/RCS/PRED/01/V.Kotturu/002 Road from R&B NP road to URK Puram. 07.05.12, 11.05.12 &29.05.12 3

TOTAL 43

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN VIJAYNAGARAM DISTRICT FOR THE MONTH OF MAY 2012

SNO. PACKAGE NO NAME OF WORK

TPQA INSPECTIONSDURING THIS MONTH

DATES OFVISIT

NO. OFVISITS

1 NCRMP/B-W/ AP/ Br/ R&B/ 02/ Puligadda/ 007Construction of Minor Bridge at Km. 7/2 near Puligadda of Konada–Ramatheertham R&B Road to Konathalapalem via Yerukonda,Pasupam, Kollayavalsa (Z.P. Road)

05.05.12 1

2 NCRMP/ B-W/ AP/ Br/ R&B/ 02/ Chakaligadda /008

Construction of Minor Bridge at Km 15/2 near Chakaligadda ofKonada Ramatheertham R&B road to Konathalapalem (via)Yerukonda, Pasupam, Kollayavalsa (ZP Road)

05.05.12 1

3 NCRMP/B-W/ AP/ Br/ R&B/ 02/ Puligadda/ 007Construction of Minor Bridge at Km. 7/2 near Puligadda of Konada–Ramatheertham R&B Road to Konathalapalem via Yerukonda,Pasupam, Kollayavalsa (Z.P. Road)

25.05.12 2

4 NCRMP/ B-W/ AP/ Br/ R&B/ 02/ Chakaligadda /008

Construction of Minor Bridge at Km 15/2 near Chakaligadda ofKonada Ramatheertham R&B road to Konathalapalem (via)Yerukonda, Pasupam, Kollayavalsa (ZP Road)

25.05.12 2

5 NCRMP/B-W/AP/RD/R&B/ 02/ Konada/009

Improvements to Road from Konada Ramatheertham (R&B) Roadto Konathalapalem (Via) Pasupam, Yerukonda, Kollayavalsa fromKm 12/0 to 16/5 (Km 0/0 to 4/0 i.e. up to NH-5 crossing) inVizianagaram District, Andhra Pradesh.

25.05.12 1

TOTAL 5

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN VISHAKAPATNAM DISTRICT FOR THE MONTH OF MAY 12

SNO


TPQA INSPECTIONS DURINGTHIS MONTH

DATES OFVISIT

NO. OFVISITS

1 NCRMP/B-W/AP/MPCS/PRED/03/Nakkapalli/002 Construction of cyclone shelter at Bangarampeta in NakkapalliMandal 02.05.12 1

2 NCRMP/B-W/AP/MPCS/PRED/03/Payakaraopeta/003

Construction of cyclone shelter at Ratnayampeta inPayakaraopeta Mandal 02.05.12 1

3 NCRMP/B-W/AP/MPCS/PRED/03/Nakkapalli/002 Construction of cyclone shelter at Patimeeda in NakkapalliMandal 04.05.12 1

4 NCRMP/B-W/AP/MPCS/PRED/03/Nakkapalli/002 Construction of cyclone shelter at Mullaparra in NakkapalliMandal 04.05.12 1






Construction of cyclone shelter at Gajapathinagaram inPayakaraopeta Mandal 15.05.12 1


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13 NCRMP/B-W/AP/RHB/PRED/03/Anandapuram/003 Road from R&B B.P Kallalu to Matchvanipalem in AnandapuramMandal 25.05.12 1




Construction of cyclone shelter at Gajapathinagaram inPayakaraopeta Mandal 29.05.12 2



17 NCRMP/B-W/AP/RCS/PRED/03/Rambilli/002 Road from R & B road to Kattubolu to Marripalem 29.05.12 1

TOTAL 17

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN EAST GODAVARI DISTRICT FOR THE MONTH OF MAY 12

S NO. PACKAGE NO NAME OF WORK

TPQA INSPECTIONS DURING THISMONTH


1

NCRMP/B-W /AP/RCS/PRED/04/Thondangi/004

Road from R&B Road to P.Chodipallipeta CS

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012 -

7

2 Road from R&B Road to K.Chodipallipeta CS

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012 -

7

3 Road from R&B Road to Hukumpeta CS

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012 -

7

4 Road from R&B Road to Gaddipeta CS

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012 -

7

MONTHLY REPORT

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5 Road from R&B Road to Danavaipeta CS

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012 -

7

6

NCRMP/B-W/ AP/MPCS/PRED/04/Thondangi/001

Cyclone Shelter at Avulamanda and of Thondangi Mandal,E.G.Dt.

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012

7

7 Cyclone Shelter at Lakshmanudipeta of Thondangi Mandal,E.G.Dt.

04.05.2012,05.05.2012,06.05.2012,15.05.2012,22.05.2012,

29.05.2012 &30.05.2012

7

8 NCRMP/B-W/ AP/RCS/PRED/04/Uppalaguptam/003

Road from R&B Road to Chinaraghavulapeta CycloneShelter

02.05.2012,11.05.2012,

18.05.2012 &21.05.2012

4

9 NCRMP/B-W/ AP/MPCS/PRED/04/Uppalaguptam/002

Cyclone Shelter at Pedaraghavulapeta of UppalaguptamMandal, E.G.Dt.

02.05.2012,11.05.2012,

18.05.2012 &21.05.2012

4

TOTAL 57

MONTHLY REPORT

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN WEST GODAVARI DISTRICT FOR THE MONTH OF MAY 12



DATES OF VISITS NO. OFVISITS

1

NCRMP/B-W/AP/RHB/PRED/05/Mogalthuru/001

Road from NH 214 A at Ranga Statue center to Harijanawadaof Kalipatnam (E) (Mogalthuru Mandal W.G.Dist.)

16-5-2012, 17-5-2012, 21-5-2012, 24-5-2012 & 25-5-

20125

2 R&B road at Panchayat Office to Pulaparthivarithota viaBadava (Mogalthuru Mandal W.G.Dist.)

01-5-2012, 02-5-2012,08-5-2012, 10-5-2012,15-5-2012, 16-5-2012,17-5-2012, 21-5-2012,24-5-2012 & 25-5-2012

10

3 Mogalthuru Vempa R&B Road at Uchintha Kalava Bridge toGogulamma Harijanapeta (Mogalthuru Mandal W.G.Dist.)

02-5-2012, 03-5-2012,08-5-2012, 10-5-2012,11-5-2012, 16-5-2012,17-5-2012, 21-5-2012,26-5-2012 & 29-5-2012

10

4 From Narsapur Mogalthuru R&B road to Dayadaldaspeta viaVenkateshwara Swamy temple (Mogalthuru Mandal W.G.Dist.) 29-5-2012 & 31-5-2012 2

5 Road from NH 214 A road to Harijanapeta of Kothota(Mogalthuru Mandal W.G.Dist.) 26-5-2012 1

6NCRMP/B-W/AP/RHB/PRED/05/Narsapur/002

R&B Road to Indira nagar (via) Pochamma temple (NarsapurMandal W.G.Dist.)

03-5-2012, 04-5-2012 &08-5-2012 3

7 Road from R&B road to Pedalanka (Narsapur MandalW.G.Dist.)

03-5-2012, 04-5-2012 &10-5-2012 3

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8 Road from LB Cheria CC road to Chillapalem of LB Cheria(Narsapur Mandal W.G.Dist.)

03-5-2012, 04-5-2012 &11-5-2012 3

9

NCRMP/B-W/AP/RHB/ PRED/05/Kalla/003

From A-U R&B Road to Satyanarayanapuram, (Kalla MandalW.G.Dist.) 05-07-2012 1

10 From A-U R&B Road to Mekaladibba (Kalla Mandal W.G.Dist.) 05-07-2012 1

Total 39

MONTHLY REPORT

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN KRISHNA DISTRICT FOR THE MONTH OF MAY 12

SNO


TPQA INSPECTIONS DURING THIS MONTH

DATES OF VISITS NO. OF VISITS

1NCRMP/B-

W/AP/RHB/PRED/06/Machilipatnam/002

Road from R&B road to B.V.Thota 31.05.2012 1

2 NCRMP/B-W/AP/RHB/PRED/06/Machipatnam/001

Road connecting R&B road throughGantalammapalem

2.05.12,3.5.12,4.5.12,6.5.12,8.5.12,12.5.12,22.5.12,& 31.5.12 8

3 NCRMP/B-W/AP/RHB/PRED/06/Kruthivennu(M)/003

Road from R&B road to Cyclone shelter atChandala 7.5.12 1

4 NCRMP/B-W/AP/RCS/PRED/06/Machipatnam/001

Road from Chinnapuram R&B road toGundupalem

2.5.12,15.5.12,21.5.12,22.5.12,& 25.5.12 5

Road from Potlapalem ZP road to Potepalli 31.5.12 1

Road from Bhogireddipalli R&B road toRamakhandam 15.5.12, 25.5.12 2

Total 18

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN GUNTUR DISTRICT FOR THE MONTH OF MAY 12

S NO. PACKAGE NO NAME OF WORK



1 NCRMP/B-W/AP/PRED/07/Nagaram/002 R/f R&B road to Mohammad Alipalem

1.05.2012,7.05.2012,11.05.2012,12.05.2012,24.05.2012

5

2 NCRMP/B-W/AP/PRED/07/Nagaram/002 R/f R&B road to Katurivaripalem

1.05.2012, 4.05.2012,7.05.2012,15.05.2012,16.05.2012,17.05.2012,23.05.2012

7

3 NCRMP/B-W/AP/RCS/PRED/07/PV Palem/001 Road from R&B road to Mandevaripalem 1.05.2012, 4.5.2012,7.05.2012. 3

4 NCRMP/B-W/AP/RCS/PRED/07/PV Palem/001 Road from R&B Road Alluru to Yadavapalem 19.05.2012 1

5 NCRMP/B-W/AP/RCS/PRED/07/Karlapalem/002 From R&B road to Yaramvaripalem 7.05.2012,15.05.2012 2

6 NCRMP/B-W/AP/RCS/PRED/07/Nizampatnam/003 Road from R & B Road to Adavala H/O Bavajipalem 1.05.2012, 7.05.2012 2

7 NCRMP/B-W/AP/RCS/PRED/07/Nizampatnam/003 Road from R & B Road to Atlavaripalem 31.05.2012 1

MONTHLY REPORT

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8 NCRMP/B-W/AP/Br/R&B/07/Bapatla/010 Reconstruction of HLB @ km 5/2 of Bapatla - Suryalankaroad across Perali drain in Guntur District. 4.05.2012 1

9 NCRMP/B-W/AP/RCS/PRED/07/Bapatla/004 Road from R & B Road to Hanumanthanagar 7.05.2012 1

10 NCRMP/B-W/AP/RCS/PRED/07/Bapatla/004 Road from R & B Road to Adarsanagar 7.05.2012 1

TOTAL 24

MONTHLY REPORT

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN PRAKASHAM DISTRICT FOR THE MONTH OF MAY 12


TPQA INSPECTIONSDURING THIS MONTHDATES OF

VISITNO. OFVISITS

1 NCRMP/B-W/AP/Br/R&B/08/Kanaparthy/012

Construction of High level Bridge at Km 16/10 ofNaguluppalapadu – Kanaparthy road in Prakasam District

21/05/2012,30/05/2012 2

2 NCRMP/B-W/APMPCS/PRED/08/Ulavapadu/001

Chakicharla cyclone shelter in Ulavapadu Mandal Prakasamdistrict 05-10-2012 1

3 NCRMP/B-W/APMPCS/PRED/08/NGPadu/003

Kanaparthy cyclone shelter in Naguluppapadu MandalPrakasam district

21/05/2012,30/05/2012 2

4 NCRMP/B-W/AP/RHB/PRED/08/S.Konda/001 Road from R&B road to Narravaripalem

05/05/2012,10/05/2012,17/05/2012

3

5 NCRMP/B-W/AP/RHB/PRED/08/S.Konda/002 Road from NH5 to Mulaguntapadu

05/05/2012,10/05/2012,17/05/2012

3

6 NCRMP/B-W/AP/RHB/PRED/08/S.Konda/002

Road from R&B road to Binginapalli Harijanawada CycloneShelter 05-05-2012 1

7 NCRMP/B-W/AP/RHB/PRED/08/Ulavapadu/07 Road from MC Road to Subbarayadu Satram 05-12-2012 1

8 NCRMP/B-W/AP/RHB/PRED/08/Tangutur/09 Road from R&B road Pellur to Vasepallipadu 05-05-2012 1

MONTHLY REPORT

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9 NCRMP/B-W/AP/RHB/PRED/08/Tangutur/10 Road from R&B road to Kesupalem 05-05-2012 1

10 NCRMP/B-W/AP/RCS/PRED/08/Vetapalem/001 Road from R&B road to Vijayanagar colony cyclone shelter 05-07-2012 1

11 NCRMP/B-W/AP/RCS/PRED/08/Vetapalem/001 Road from NH road to Challareddypalem 05-07-2012 1

12 NCRMP/B-W/AP/RCS/PRED/08/Vetapalem/001

Road from R&B road to Jeevaraksh nagar colony cycloneshelter 05-07-2012 1

13 NCRMP/B-W/AP/RCS/PRED/08/Vetapalem/001 Road from R&B road to Ramnagar colony cyclone shelter 7/5/2012,

30/05/2012 2

14 NCRMP/B-W/AP/RCS/PRED/08/Vetapalem/001 Road from R&B road to cyclone shelter at Mankenavaripalem 05-07-2012 1

15 NCRMP/B-W/AP/RCS/PRED/08/Chirala/002 Road from R&B Road to Keertivaripalem cyclone shelter 7/5/2012,30/05/2012 2

TOTAL 23

MONTHLY REPORT

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STATEMENT SHOWING NUMBER & DATES OF TPQA INSPECTIONS IN PRAKASHAM DISTRICT FOR THE MONTH OF MAY 12

SNO



DATES OF VISITS NO. OFVISITS

1 NCRMP/B-W/AP/RCS/PRED/09/Chillakur/004 Road from Kakuvaripalem R&B road to vellapalm 03.05.2012,16.05.2012 2

2 NCRMP/B-W/AP/RCS/PRED/09/kota/001 road from R&B road to A.S PURAM 03.05.2012 1

3 NCRMP/B-W/AP/RCS/PRED/09/kota/001 Road from GD Road to Vavillapalem 03.05.2012,16.05.2012 2

4 NCRMP/B-W/AP/RHB/PRED/09/CHITTAMURU/003 Road from R&B Road to Muttembake Via Pittuvanipalli 03.05.2012 1

5 NCRMP/B-W/AP/RHB/PRED/09/CHITTAMURU/003 Road from R&B Chittamur to Soma Samudram 03.05.2012 1

6 NCRMP/B-W/AP/RCS/PRED/09/D.V.SATRAM/008

Road from R&B road to Sullurpeta Mallam toberjengalapalli cyclone shelter 03.05.2012 1

7 NCRMP/B-W/AP/RCS/PRED/09/KAVALI/007

Road from Kotha Satram R&B to Indrsanagar (via)Thumalapenta palam, Patharavadu palam, Ramudu palam,Karaduvari palam &Sreeramapuram in SPSR NelloreDistrict.

04.05.2012,05.05.2012 2

8 NCRMP/B-W/AP/RCS/PRED/09/KAVALI/004 Road from pedattapupalem R&B road to ChennayapalemH.wada 04.05.2012,05.05.2012 2

9 NCRMP/B-W/AP/RHB/PRED/09/T.P.Gudur/012

Ring Road to T.P.Gudur-Salipeta R&B Road viaC.S.Puram and Mandapam Village

04.05.2012,18.05.2012,23.05.2012 3

10 NCRMP/B-W/AP/RHB/PRED/09/T.P.Gudur/012 Road from R&B Road C.S.Puram to Siva Rama Puram. 04.05.2012,18.05.2012,

23.05.2012 3

MONTHLY REPORT

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11 NCRMP/B-W/AP/RCS/PRED/09/T.P.GUDUR/005 Road from7/2 M.C Road to venkannapalem pattapupalem 04.05.2012,23.05.2012 2

12 NCRMP/B-W/AP/RHB/PRED/09/VIDAVALURU/005 Road from kt R&B ROAD TO ALLAGANIPADU to Vavilla 04.05.2012,09.05.2012 2

13 NCRMP/B-W/AP/RHB/PRED/09/VIDAVALURU/005 Road from R&B road Kancharapalem HW to Alaganipadu. 04.05.2012.09.05.2012 2

14 NCRMP/B-W/AP/RHB/PRED/09/BOGOLO/001 Road from NH5 to Sambasivapuram 04.05.2012,05.05.2012 2

15 NCRMP/B-W/AP/RCS/PRED/09/KAVALI/006 Road Connecting R&B Road through Voturu Village inSPSR Nellore District. 04.05.2012 1

16 NCRMP/B-W/AP/RHB/PRED/09/Allur/009 Road from R&Broad alluru to Galidibbalu (via) Chukavanidibba 09.05.2012 1

TOTAL 28

9.mpr - may 2012

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