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National Cyclone Ri

(NCRevenue (D

Government of

National Cyclone Ri

(NCRevenue (D

Government of

k Mitigation Project

MP)) DepartmentAndhra Pradesh

k

Mitigation Project

MP)) DepartmentAndhra Pradesh

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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(30-06-2012) 6

6.0 District wise status of tests conducted by TPQA 28

7.0 Details of QC Audit Reports Submitted during this Month 29

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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 atHyderabad 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 Cyclone

Shelters, 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

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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

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4.0 Status of TPQA Visits:

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

DistrictTotal Number of Visits

Up to May.'2012 In June.'2012 Up to June.'2012

Srikakulam 255 34 289

Vizianagaram 55 2 57Vishakhapatnam 231 24 255

East Godavari 421 41 462

West Godavari 323 24 347

Krishna 204 11 215

Guntur 201 15 216

Prakasam 269 24 293

Nellore 221 13 234

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 in

Krishna District has just started. At many places the first milestone is completed but works are not started. The line

departments are to analyze the reasons for the slow progress and if necessary penalty for the slow progress as per the

agreement 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 18 3

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

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TPQA Status Report for NCRMP Works To the end of(30-06-2012)

S.No. District

Packages /Works

entrustedStatus of Works

No.of

Visitsof

TPQA

TotalNo.

of QCtestsdone

NCRsQC

ReportsIssued

Environmentaland Social

ReportsIssued

Issued closed Pending

PR R&B StartedNot

Started

1 Srikakulam 06_16 5_5 17 4 289 1105 28 22 6 23 17

2 Vizianagaram - 3_3 3 0 57 366 2 1 1 9 6

3 Visakhapatnam 13_21 - 21 0 255 1547 17 13 4 28 20

4 East Godavari 07_13 - 12 1 462 812 11 11 - 26 11

5 West Godavari 03_10 - 10 0 347 312 8 7 1 24 27

6 Krishna 04_08 - 8 0 215 75 3 3 - 16 13

7 Guntur 06_15 2_2 14 3 216 416 10 10 - 19 13

8 Prakasham 12_23 1_1 24 0 293 1835 21 16 5 24 26

9 Nellore 16_24 - 24 0 234 922 11 10 1 24 24

Total 67_130 11_11 133 8 2368 7390 111 93 18 193 157

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Status of works in Srikakulam District up to 30.06.2012

Category Packages allotted under Phase - 1Names of works under

each packageAgreement No. / Date DHS DFC

Progress up to

30.06.2012

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)

/2010-11, Dt.30.04.2011


Road from Borubadra,Malagam to Kollipadu viaSeepuram, Gantapeta

/2010-11, Dt.30.04.2011


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

Road from R&B road

Mobagam 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.

17.12.201017.12.10 17.06.12

Completion of entire

work

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 17.03.12Completion of entire

work

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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 road

in Srikakulam Dt, A.P.

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

work

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 17.03.12Completion of entire

work

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 29.09.12WBM GR-II &III

complete

Road from Deppuru,Bahadapalli road toOnkuluru to CycloneShelter

G.O.Rt.No.451, Dt.06.04.2011

06.04.11 29.09.12WBM GR-II &III

complete

Road from R & B Roadto Devunthalada

G.O.Rt.No.451, Dt.06.04.2011

06.04.11 29.09.12 WBM GR-II &IIIcomplete

Road from Pollada toKomarthalada toCyclone Shelter

G.O.Rt.No.451, Dt.06.04.2011

06.04.11 29.09.12WBM GR-II &III

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


work

Road from Mentada toDovupeta

G.O.Rt.No.451, Dt.06.04.2011


work

Road from Kotcherelaroad to Kollibhemavaram& Cyclone Shelter

G.O.Rt.No.451, Dt.06.04.2011


work

Road from Kotcherlaroad toPathesundrapalem

G.O.Rt.No.451, Dt.06.04.2011


work

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MPCSNCRMP/B_W/AP/MPCS/PRED/01/Sa

nthabommali/005

Construction of Cyclone shelterat Kollipadu

G.o rt No451 Dt

06.04.2010

07.01.2013

Completion ofGround floorPlinth level

Completion of stilt floor & firstfloor

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 30.06.2012

CategoryPackages allottedunder Phase - 1

Names of works under eachpackage

Agreement No./ Date DHS DFCProgress up to

30.06.2012

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 31.05.12100% 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 07.06.1279% of workcompleted

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 07.03.12100% of work

completed

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Status of works in Visakhapatnam District up to 30.06.2012

Category Packages allotted under Phase- 1Names of works

under each

package

Agreement

No. / Date

DHS DFC Progress up to 30.06.2012

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

/2010-11, Dt.11.01.2011


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

Road from R&B B.PKallalu to

Matchvanipalem

/2010-11, Dt.10.03.2011


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

Road from R & B roadto Pothu Rajannapalem

/2010-11, Dt.28.03.2011


Road from R & B roadto Jalaripeta

/2010-11, Dt.28.03.2011


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

to Venkayyapalem/2010-11, Dt.11.01.2011


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

Road from R&B road toAva- Somavaram

/2011-12, Dt.27.04.2011


Road from R&B Roadto Avarajam

/2011-12, Dt.27.04.2011


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CategoryPackages allotted under

Phase - 1

Names of works under each

package

Agreement No. /

Date

DHS DFCProgress up

to

30.06.2012

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

For 2ndMilestone i.e

B.T & C.CRoads areCompleted

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

2nd Milestonei.e CD works,Retaining wallare progress &

B.T iscompleted

Road from R & B road toKattubolu to Marripalem

/2010-11, Dt. 15.09.2011 15.09.11 14.09.12

2nd Milestone

i.e CD Workcompleted andWBM Grade-IIIis in progress

Road from R & B road toRajakoduru

/2010-11, Dt. 15.09.2011 15.09.11 14.09.12

2nd Milestonei.e CD works &

B.T arecompleted

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

Road from R & B road toPedateenarla to Chinatheernala

/2010-11, Dt. 15.09.2011 15.09.11 14.06.12


B.T & C.C roadworks arecompleted

Road from Upmaka RajayyapetaR & B road to Janakayyapeta

/2010-11, Dt. 15.09.2011 15.09.11 14.06.12


B.T Completed& CD Works

are inCompleted

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Category Packages allotted under Phase - 1Names of works under

each package

Agreement No.

/ Date

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

30.06.2012First 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

E/W foundationexcavation is

completed & Due tosite problem work is

stopped

Construction of cycloneshelter at Ratnayampeta

/2011-12, Dt.03.10.2011

02.02.12 02.06.12 02.10.12

Stilt Slab is inCompleted. Stair

case, Ramp worksand Columns laid upto 1st floor slab level

are 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

Columns laid up tobottom of plinth beamor Basement work isin completed & Plinthbeam is completed.

Construction of cycloneshelter at Mullaparra

/2011-12, Dt.03.10.2011

02.03.12 02.08.12 02.01.13

Columns arecompleted up to

bottom level of Plinthbeam and foundationrefilling, Plinth beam

works are in progress

Construction of cycloneshelter at Bangarampeta

/2011-12, Dt.03.10.2011

02.03.12 02.08.12 02.01.13Foundation footings

are in progress

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

shelter atVenkayyapalem

/2011-12, Dt.03.10.2011

02.01.12 02.04.12 02.07.12

Stilt Slab iscompleted & 1st floor

slab is alsocompleted

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

shelter atTikkavanipalem

/2011-12, Dt.07.10.2011

06.01.12 06.04.12 06.07.12Earth work in

progress

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Status of works in East Godavari District up to 30.06.2012

Category Packages allotted under Phase - I

Names of works

under eachpackage

AgreementNo. / Date Mile stones Remarks

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 Completed


Road from R&B Roadto K.Chodipallipeta CS

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


Road from R&B Roadto Hukumpeta CS

/2011-12Dt:07.09.2011


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Road from R&B Roadto Gaddipeta CS

/2011-12Dt:07.09.2011



Road from R&B Roadto Danavaipeta CS

/2011-12Dt:07.09.2011


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 monthsNot 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 atPedaraghavulapeta ofUppalaguptam Mandal

E.G.Dt.

/2011-12Dt:17.10.2011

3 months16.01.2012

3 months16.04.2012

3 months16.07.2012

Sand filling work isin progress below

plinth beam

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

Construction ofCyclone Shelter at

Laxamanudupadu inThondangi

/2011-12Dt:07.09.2011

Slab form work andreinforcement is in

progress

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

Construction ofCyclone Shelter at

Avulamanda

/2011-12Dt:07.09.2011

RCC Columns is inprogress above

ground level

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Status of works in West Godavari District up to 30.06.2012

CategoryPackages allotted under Phase

- 1Names of works under

each packageAgreementNo. / Date

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

30.06.2012

RemarksFirst 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 /2011-12

Dt.27.04.2011

27/4/2011to

22/9/2011

23/9/2011to

24/2/2012

25/2/2012to

26/7/2012

99%Road Furniture 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 Gogulamma

Harijanapeta (MogalthuruMandal W.G.Dist.)


Progress.

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

W.G.Dist.)


Progress.

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%

Road Furniture is inProgress.

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

02

R&B road to Indira 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.

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Status of works in Krishna District up to 30.06.2012

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

packageAgreement No. /

DateDHS DFC

Progress up to30.06.2012

RHB

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

Road connecting R&B roadthrough Gantalammapalem

/2011-12Dt.27.4.2011

27.04.11 26.01.2012CD 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 Potalapalem Z.Proad to Chikativanipalem


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


Road from R&B road to CycloneShelter at Chandala


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

26/5/2011

To20/8/2011

20/8/2011

to21/11/2011

22/11/2011

To23/2/2012

100% Completed.

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

W.G.Dist.)100% Completed.

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Status of works in Krishna Districts up to 30.06.2012

Category Packages allotted under Phase - 1

Names of works

under eachpackage

AgreementNo. / Date

Milestone Completion Dates Progressw.r.t.

milestoneup to

30.06.2012

RemarksFirst Second Third

RCSNCRMP/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,CD,G-IICOMPLETED

AND G-IIIWORK

INPROGRESS

Road from R&BRoad Chinnapuram

to Gundupalem

/2011-12/27.04.2011

01.12.2011 01.03.12 01.06.12

12.14%

BTCOMPLETED

AND CCROAD TO BE

DONE

Road fromPotalapalem Z.Proad to Potepalli.

/2011-12/Dt.02.09.2011

01.12.2011 01.03.12 01.06.1231.68%

BTCOMPLETED

AND CCROAD TO BE

DONE

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Status of works in GUNTUR District up to 30.06.2012

CategoryPackages allotted under

Phase - 1Names of works under each package

Agreement No./Date

DHS DFCProgress up to

30.06.2012

RHB

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

EM/001

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

27.04.201127.04.11 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

CC Road, BTRoad, Shoulder

work is Completed.

R/f R&B Road to Katuivaripalem. CC Road, BTRoad, Shoulder

work is 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

1.12.201001.12.10 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 Guntur78/2010-2011

1.12.201001.12.10 31.5.2012

Approaches is inprogress

Status of works in GUNTUR District up to 30.06.2012

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

package

Agreement No. /

DateDHS DFC Progress up to 30.06.2012

RCSNCRMP/B-W/AP/RCS/PRED/07/P

Palem/001

Road from R&B Road to

Mandevaripalem

/2010-11

Dt.01.11.201101.11.11 31.07.2012 BT , Shoulder Work is

Completed

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Road from R&B Road Alluru to

Yadavapalem

/2010-11

Dt.01.11.201101.11.11 31.07.2012

Earth work is in progress.

NCRMP/B-

W/AP/RCS/PRED/07/KarlaPalem/002

Road from Ganapavaram R & B

road to Pedamarpuvaripalem

/2010-11

Dt.01.11.201101.11.11 31.10.2012

Work yet to be start.

Road from R & B Road to

Chinapuluguvaripalem

/2010-11

Dt.01.11.201101.11.11 31.10.2011

Work yet to be start.

Road from R & B road to

Yaramvaripalem

/2010-11

Dt.01.11.201101.11.11 31.10.2011

CC Road work, GSB isCompleted, Shoulders, and

WBM is in progress.


Pedagollapalem Cyclone Shelter

/2010-11

Dt.01.11.201101.11.11 31.10.201 CC Road work, Shoulder work

is Completed.

Pedagollapalem PR Road to

Bonthagorlapalem

/2010-11

Dt.01.11.201101.11.11 31.10.201 Earth work, Key walls is

Completed GSB is in progress.

NCRMP/B-

W/AP/RCS/PRED/07/Nizampatnam/003


Gurunadhanagar

/2010-11 Dt.

17.10.201117.10.11 16.07.12 Earth work Completed, CD

work is in Progress

Road from R&B Road to Adavala

H/O Bavajipalem

/2010-11 Dt.

17.10.201117.10.11 16.07.12 CC Road work, Shoulder work

is Completed,


Atlavaripalem

/2010-11 Dt.

17.10.2011

17.10.11 16.07.12 CC Road work is Completed.

Shoulder is in Progress

NCRMP/B-

W/AP/RCS/PRED/07/Bapatla/004


Hanumanthanagar2010-11

Dt13.10.201113.10.11 12.07.2012

CC Road work, Shoulder workis Completed,


AdarsanagarCC Road work, Shoulder work

is Completed,

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Status of works in Prakasam District up to 30.06.2012

Category Packages allottedunder Phase - 1

Names of works

under eachpackage

Agreement No. /Date

Milestone completion dates

Progress up to30.06.2012 Remarks

First 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

Bridge work iscompleted

As permilestonecompleted

RHB

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

8/S.Konda/001

Road from PakalaZP Road to

Aulavaripalem

Cyclone shelter


8/S.Konda/001

Dated 25.04.2011

8/24/2011Earth work,CD work,

GSB

12/24/2011WBM, Grade II

& III

4/24/2012 BT,Shoulders &road furniture

CC Road &Shoulders work is

Completed.

Mile stone-IIIcompleted

Road from R&BRoad to

Somarajupalli


8/S.Konda/001Dated 25.04.2011

BT, CC road &culverts are

completed from KM0/0 to 2/146.


Road from R&Broad to

Narravaripalem


8/S.Konda/001Dated 25.04.2011

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

work is completed



8/S.Konda/002

Road from NH5 toMulaguntapadu


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


GSB


& III


WBM-Grade-IIwork is

completed.WBMgr-III work to be

started

Not Reached asper Mile stone-III (Awaiting for

2nd

EOTProposal)

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Chalivendradibba


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

CC work iscompleted from KM

0/0 to KM 0/270.WBM Gr-II lying

progress.


2nd

EOTProposal)


8/S.Konda/002

Road from PakalaR&B road to

Mosanaladinne


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


GSB


& III


WBM-Grade-IImaterial laying

work is in progress


2nd

EOTProposal)

Road from R&Broad to Binginapalli

HarijanawadaCyclone Shelter


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

CC road work iscompleted from KM

0/0 to KM 0/220.Shoulders work is

to be taken up.

Mile stone-III(Awaiting for 2

nd

EOT Proposal)

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,shoulders &culverts are

completed from km0/0 to km 3/8.work

is completed



Road from KEMR&B Road to

Sankuvarigunta


Dated 27/04/2011 9/26/2011Earth work,CD work,

GSB


& III


BT completed.CDwork completed.CC

road workcompleted from km

0/0 to km 1/430and CC dip work is

in progress.

Reached Milestone-III

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 and shoulders

work completedfrom km 0/0 to km

3/900.


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8/Ulavapadu/07

Road from MCRoad to

Subbarayadu

Satram


8/Ulavapadu/07

dated 27/04/2011


GSB


& III


BT completed.CDwork completed.CCroad and shoulderswork completedfrom km 0/0 to km

4/4. work iscompleted



8/Ulavapadu/08

Road from R&Broad Tettu to

Ramayapatnam


8/Ulavapadu/08dated 27/04/2011


GSB


& III


BT completed.CDwork completed.CCroad and shoulderswork completedfrom km 0/0 to km5/086. work iscompleted



8/Tangutur/09

Road from R&Broad Pellur to

Vasepallipadu


8/Tangutur/09dated 16/03/2011


GSB


& III

3/15/2012 BT,Shoulders &

road furniture

BT completed.CDwork completed.CCroad and shoulderswork completed

from km 0/0 to km4/5. work iscompleted

As permilestone

completed


8/Tangutur/10

Road from R&Broad to Kesupalem


8/Tangutur/10dated 19/04/2011


GSB


& II


BT completed.CDwork completed.CCroad and shoulderswork completedfrom km 0/0 to km2/103. work iscompleted


RCSNCRMP/B-

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


Vijayanagaramcolony cyclone

shelterNCRMP/B-

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

dated 2011/12dated 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&

shoulderscompleted. Roadfrom km 0/0 to km0/525. work iscompleted

As per

milestonecompleted

Road from NH roadto

Challareddypalem

cc road completed,BT roadcompleted&shoulderscompleted. Roadfrom km 0/0 to km


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1/735. work iscompleted

Road from R&Broad to Jeevaraksh

nagar colonycyclone shelter

C.C.Road andShoulders arecompleted Roadfrom km 0/0 to km0/500.


Road from R&Broad to Ramnagar

colony cycloneshelter

C.C.completedRoad from km 0/0to km0/475.Shoulders tobe taken up.


Road from R&Broad to cyclone

shelter atMankenavaripalem

GSB Materialspreding work 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 road andShoulders arecompleted from km0/0 to km 0/265.work is completed


Road from R&BRoad to Devinutulacyclone shelter ofChirala Mandal in

Prakasham district.

C.C road andShoulders arecompleted from km0/0 to km 0/800.work is completed


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 up

to stilt floorslab

includingramp, stair

casefoundations,columns,bea

ms,pccflooring etc.,

24.02.2012 All

items up tosecond floor

slab includingfirst floor, andin 2nd floor

including staircase, columns

etc.,

24.05.2012Head room,plastering,

flooring, watersupply

arrangements,sanitary fitting,

electricalitems,

compoundwall, cc

pavement.Earthen

St ilt floor, G.F, &Terrace floor- roofslab completed.

Brick workcompleted,Plastering workcompleted, Cattleplatform completedrevetment workcompleted, flooringwork is completed,and compound wall120 meters length


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mounds(raised

portion), waterharvesting,septic tank,

slump andsoak pit.etc.

completed,Electrical work iscompleted.work is completed

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, first floorroof slabcompleted. Firstfloor brick work is

in progress.

Reached Milestone-III(Awaiting for

EOT Proposal)

Status of works in Nellore District up to 30.06.2012

(RCS)

Package Number Name of Work Milestone1 Milestone2 Milestone3Progress upto 30.06.2012

NCRMP/B-W/AP/09MUTHUKUR/RCS/002

Road from R&B Roadkappaladoruvu to bandla Palem

H.wada

3Months: EarthWork, Pipe Culverts,

GSB

6 Months: WBMGrII,GrII,CC Pavement

and Shoulders

9 Months: BTCC road and

Road Furniture

79% of workcompleted

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

Road from R&B road to SullurpetaMallam to berjengalapalli cyclone

shelter 3Months: EarthWork, Pipe Culverts,

GSB

6 Months: WBM GrII,GrII Shoulders and

CC Pavement

9 Months: BT,CC Pavement

and Road

Furniture

94 % of workcompleted

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

Road from7/2 M.C Road tovenkannapalem pattapupalem

work completed

NCRMP/B-W/AP/09chillakur/RCS/004

Road from Katuivaripalem R&Broad to vellapalm

3Months: EarthWork,CD Works,

GSB

6 Months: WBM GrII,GrII and Shoulders


and RoadFurniture


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

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

Work, Pipe Culverts,GSB

6 Months: WBM GrII,GrII and Shoulders


and RoadFurniture

work completed

Road from GD Road to

Vavillapalem

96 % of work

completed

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

Road from Kotha Satram R&B toIndiranagar (via) Thumalapenta

palam, Patharavadu palam,Ramudu palam, Karaduvari palam&Sreeramapuram in SPSR Nellore

District.

4Months: EarthWork, Pipe Culverts,

GSB

4 Months: WBM GrII,GrII , Shoulders and

CC Pavement


and RoadFurniture


NCRMP/B-W/AP/RCS/PRED/09/KAVALI/006

Road Connecting R&B Roadthrough Voter Village in SPSR

Nellore District.

4 Months: EarthWork, Pipe Culverts,

GSB

4 Months: WBM GrII,GrII , Shoulders and

CC Pavement


and RoadFurniture

16% of workcompleted

Status of works in Nellore District up to 30.06.2012

RHBNCRMP/B-

W/AP/RHB/PRED/09RHB/KAVALI/004

Road from5/8 ofChennayapalem Road to

Gummadi bandla5Months:

Earthwork, CDWorks,ccpavement

and GSB

10 Months:WBM GrII, GrIIand Shoulders

15 Months: BTand RoadFurniture

87 % of work is completed

Road from PedattapupalemR&B road to Chennayapalem

H.wada73 % of work is completed

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Road from K.T R&B Road toAlliguntapalem


NCRMP/B-W/AP/RHB/PRED/09BOGOLU/RHB/002

Road from 1/6 ofJuvvaladinne R&B Road to

Tellagunta KM to 2/720

3Months: EarthWork, Pipe

Culverts, GSB

6 Months: WBMGrII, GrII and

Shoulders



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

1. Road from NH5 toSambasivapuram


Culverts, GSB




Road from 9/6 ofJuvvaladinne R&B Road to11/0 of Juvvaladinne R&BRoad Via Venkateshpalem

94 % of work is completed!

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

1)Road from kt R&B ROADTO ALLAGANIPADU to

Vavilla 5Months: EarthWork, Pipe

Culverts, GSB




Road from R&B roadKancharapalem HW to

Alaganipadu.55 % of work is completed

NCRMP/B-W/AP/RHB/PRED/09V.CHALEM/RHB/007

ROAD FROM SUVEPALLI-PUDIPARTHI ROAD TO

SRIKANTH COLONY 4Months: EarthWork, Pipe

Culverts, GSB

8 Months: WBMGrII, GrII and

Shoulders



providing BT Surface to theroad from R&B road to

Edagali Kandrigawork is completed

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NCRMP/B-W/AP/RHB/PRED/09CHITTAMURU/003

Road from R&B Road toMuttembake Via Pittuvanipalli


Culverts, GSB

10 Months:WBM GrII, GrII

and Shoulders

15 Months: BTand Road

Furniture


Road from R&B Chittamur toSoma Samudram


NCRMP/B-W/AP/09/MUTHUKUR/RHB/006

Road from R&B road toPatuvariKandriga


Culverts, GSB

6 Months: WBMGrII,GrII,CC

Pavement andShoulders


work is completed

NCRMP/B-W/AP/09Allur/RHB/009Road from R&Broad alluru toGalidibbalu (via)Chukavani

dibba


Culverts, GSB




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

Work, PipeCulverts, GSB

6 Months: WBMGrII,GrII,CC

Pavement andShoulders



Road from R & B Road C SPuram to Sivaramapuram


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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 30.06.2012

S.No. District

No. TestsConductedduring the

Month

Total no. of TestsCumulativeTests Done

Total no. of Tests

Passed Failed Passed Failed

1 Srikakulam 218 215 3 1105 1099 6

2 Vizianagaram 0 0 0 366 366 0

3 Visakhapatnam 140 140 0 1547 1534 13

4 East Godavari 0 0 0 812 812 0

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

Package Number Name of Work District

NCRMP/B-

W/AP/RCS/PRED/07/Nizampatnam/003


AtlavaripalemGuntur

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


Keertivaripalem cyclone shelter of

Chirala Mandal

Prakasham

NCRMP/B-

W/AP/MPCS/PRED/03/Payakaraopeta/003

Construction of cyclone shelter at

Gajapathinagaram in PayakaraopetaVisakhapatnam

NCRMP/B-

W/AP/MPCS/PRED/03/Nakkapalli/002


Bangarampeta in Nakkapalli MandalVisakhapatnam

NCRMP/B-

W/AP/MPCS/PRED/03/Payakaraopeta/003


Ratnayampeta in PayakaraopetaVisakhapatnam

NCRMP/B-W/AP/RHB/PRED/08/S.Konda/001Road from R&B road to

NarravaripalemPrakasham

NCRMP/B-

W/AP/MPCS/PRED/01/Santhabommali/005


Runku

Srikakulam

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

Padu/003

Construction of Cyclone shelter at

Thopupalem Kanaparthy in

Naguluppapadu Mandal

Prakasam

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

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

Road from P&B road toPothurajanapalem in Parawada Mandal

Vishakhapatnam

NCRMP/B-W/AP/RCS/ PRED/o3/Rambilli/002

Road from R&B Road Kattubolu toMarripalem

Vishakhapatnam

NCRMP/B-W/RCS/PRED/03/Nakkapalli/003Road from R&B Road to Pedatheernalato Chinatheernala in Nakkapalli Mandal

Vishakhapatnam

NCRMP/B-W/RCS/PRED/03/Nakkapalli/003Road from Upmaka Rajayyapeta R&Broad to Janakayyapeta in Nakkapalli

MandalVishakhapatnam

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

Improvements to Road from KonadaRamatheertham (R&B) Road toKonathalapalem (Via) Pasupam,

Yerukonda, Kollayavalsa from Km. 12/0to 16/5 (Km. 0/0 to 4/0 i.e. up to NH-5

crossing

Vijayanagaram

9.0 Observations in the submitted reports:

Name ofWork:

Road from R&B Road to Atlavaripalem.

1. Progress: About 40% of the work is completed .C C Road is completed. Shoulders work is to be done.

Materials: Materials and Tests for CC Road

2 Cement: The fineness of cement, consistency of cement, initial & final setting of cement testsare conducted randomly and results are within the permissible limits.

3 Workability of concrete: The slump cone test was conducted for M30 grade of concrete. The values whichare obtained are satisfactory as per mix design.

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them after compaction of widened portions.18 Village name boards, cautionary and mandatory signboards of semi reflective type shall be erected at

necessary points.19 The quality control tests should be conducted as per IRC SP-11, and the same shall be produced to Q.A.

wing for verification.20 The contractor has not recruite Qualified site engineer. The field officer are request to take necessary

action and instruct to recruite Qualified site engineer.21 Compliance shall be submitted parawise at an early date after attending to the above remarks.

Name ofWork:

Road from R&B C.S.Puram to Siva Rama Puram of SPSR Nellore Dt.

1. 87 % value of the work is completed. But agreement time is over by 18.02.2012. Extension of agreementtime shall be obtained from competent authority.2 Work to be done as per Milestones:

Mile stone 1 to the end of Dt: 18.08.2011- Earthwork, CD Works, CC Pavement and GSB.Mile stone 2 to the end of Dt: 18.11.2011- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 18.02.2012- BT and Road furniture.The formation width of the road is less than 7.5 m at some stretches. The reasons for thesame shall be informed.

3 GSB from Km 0.592 to Km 1.505.4 GSB: During the collection of GSB materials, sample was collected and got tested for CBR and PI values.

GSB layer is verified for width, camber, undulations and thickness. The details are given in ANNEXURE-1.FDD tests were conducted by TPQA at regular intervals. As and when, the required relative compactionwas found to be less than 98%, re-compaction was ordered. After ensuring the minimum 98% relativecompaction, further work is allowed. O.K. cards are also being issued at each stage of work.

5 Ccpavement form Km 0.9655 to Km 1.266.Materials (CC Pavement)

6 Cement: Tests for Fineness, Consistency, Initial & final setting time were conducted and results aresatisfactory.

7 Coarse Aggregate: Combined gradation tests for the mix of Coarse aggregate and fine aggregate were

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16 Tack Coat: During the TPQA inspections, the rate of spreading of tack coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and foundvarying from 39C to 44C.(The allowable range is from 20C to 60 C)

17 13.2mm and 11.2mm Chips for OGPC: - Q.C tests of AIV, FIV, Water absorption and size were done.Under size chips were got removed and OGPC work was allowed.During OGPC work temperature of bitumin, chips and mix was monitored during the TPQA inspections.

18 6.7mm Chips for seal coat: - Under sized chips passing 2.36 mm size sieve were got removed and sealcoat work was allowed.

19 OGPC+Seal Coat from Km 0.592 Km 0.9655 and Km 1.266 to Km 1.505: Width, camber, undulations andthickness were verified and the details are given in ANNEXURE-4.

20 Bitumen Extraction Test: - Bitumen Extraction tests were conducted for OGPC+seal Coat from Km 0.592Km 0.9655 and Km 1.266 to Km 1.505.The details are given in ANNEXURE-5.

21 Cautionary and mandatory sign boards of semi reflective type shall be fixed at necessary points as per

the agreement specification.22 Guard stones painted in black and white shall be erected along the outer edge of sharp curves.23 White washing is to be done to head walls of the culverts for the clear visibil ity to vehicular traffic.24 Informatory board was erected at starting point of road as per guide lines given by SPIU, NCRMP.

Name ofWork:

Ring Road to T.P.Gudur-Salipeta R&B Road via C.S.Puram and Mandapam Village ofSPSR Nellore Dt.

1. 87 % value of the work is completed. But agreement time is over by 18.02.2012. Extension of agreementtime shall be obtained from competent authority.

2 Work to be done as per Milestones:Mile stone 1 to the end of Dt: 18.08.2011- Earthwork, CD Works, CC Pavement and GSB.Mile stone 2 to the end of Dt: 18.11.2011- WBM Gr-II, Gr-III and Shoulders.Mile stone 3 to the end of Dt: 18.02.2012- BT and Road furniture.The formation width of the road is less than 7.5 m at some stretches. The reasons for thesame shall be informed.

3 GSB from km 0.5095 to km 1.587 and branch road length = 54m.4 GSB: During the collection of GSB materials, sample was collected and got tested for CBR and PI values.

GSB layer is verified for width, camber, undulations and thickness. The details are given in ANNEXURE-

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satisfying of these results, spreading and compaction was allowed.Grade II and III layers of WBM from Km 0.558 to km 1.587 were checked for width, camber, undulations,thickness and degree of compaction by volumetric analysis. The details are given in ANNEXURE-II and

ANNEXURE -III.16 Shoulders: Shoulders shall be simultaneously compacted along with GSB and WBM layers.

Sand and gravel are not properly mixed for shoulders. They shall be scarified, remixed, watered to OMCand re-compacted to achieve a minimum of 98% relative compaction.

17 Prime Coat: During the TPQA inspections, the rate of spreading of prime coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and foundvarying from 34C to 40C.(The allowable range is from 20C to 60 C)

18 Tack Coat: During the TPQA inspectionst, the rate of spreading of tack coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and foundvarying from 35C to 41C.(The allowable range is from 20C to 60 C)

19 13.2mm and 11.2mm Chips for OGPC: - Q.C tests of AIV, FIV, Water absorption and size were done.Under size chips were got removed and OGPC work was allowed.During OGPC work temperature of bitumin, chips and mix was monitored during the TPQA inspections.


21 OGPC+Seal Coat from Km 0.558 to Km 1.587: Width, camber, undulations and thickness were verifiedand the details are given in ANNEXURE-4.

22 Bitumen Extraction Test: - Bitumen Extraction tests were conducted for OGPC+seal Coat from Km 0/558to Km 1/587 .The details are given in ANNEXURE-5.

23 Cautionary and mandatory sign boards of semi reflective type shall be fixed at necessary points as per

the agreement specification.24 Guard stones painted in black and white shall be erected along the outer edge of sharp curves.25 White washing is to be done to head walls of the culverts for the clear visibil ity to vehicular traffic.26 Informatory board was erected at starting point of road as per guide lines given by SPIU, NCRMP.

Name ofWork:

Road from 7/2 M.C Road to Venkannapalem pattapupalem of T.P Gudur of SPSR NelloreDt.

1. The work is completed.

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10 Fine aggregate: Sieve analysis and silt content tests were conducted. Sand is conforming to zone-II.Fineness modulus is varying from 2.77 to 2.81 as against the allowable range from 2.02 to 3.5.

11 Workability of concrete: Slump cone tests were conducted for M30 grade concrete at regular intervals

and required workability was censured by TPQA during the inspections.12 CC Cubes: M30 grade concrete cubes were tested for 7 days' and 28 days' compressive strength and the

results are shown in QC summary table.13 8 cores were taken in cc road for M30 grade of concrete. The average thickness is varying from as

200mm to 206mm as against the specified 200mm thickness.The Equivalent Cube Strength is varying from 27.32 N/mm2 to 33.55 N/mm2 as against the minimumaverage required strength of 25.5 N /mm2

14 Contraction Joints were not cut as per agreement specification .They shall be provided and sealed as perMORD sub calluses 1501.8 and 1501.22

15 For WBM aggregators: Q.C.tests of AIV, FIV, and Water absorption and gradation tests was conducted.

After satisfying of these results, spreading and compaction was allowed.Grade II and III layers of WBM from Km 1.000 to km 1.820 were checked for width, camber, undulations,thickness and degree of compaction by volumetric analysis. The details are given in ANNEXURE-II andANNEXURE -III.

16 Shoulders: Shoulders shall be simultaneously compacted along with GSB and WBM layers.Sand and gravel are not properly mixed for shoulders. They shall be scarified, remixed, watered to OMCand re-compacted to achieve a minimum of 98% relative compaction.

17 Prime Coat: During the TPQA inspections, the rate of spreading of prime coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and foundvarying from 36C to 44C.(The allowable range is from 20C to 60 C)

18 Tack Coat: During the TPQA inspectionst, the rate of spreading of tack coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and foundvarying from 38C to 42C.(The allowable range is from 20C to 60 C)

19 13.2mm and 11.2mm Chips for OGPC: - Q.C tests of AIV, FIV, Water absorption and size were done.Under sized chips were got removed and OGPC work was allowed.During OGPC work temperature of bitumin, chips and mix was monitored during the TPQA inspections.


21 OGPC+Seal Coat from km 0.00 to km 7819 and km 1.000 to km 1.820: Width, camber, undulations andthickness were verified and the details are given in ANNEXURE-4.

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conducted and it is ensured by TPQA that the gradation satisfies the requirement of MORD table-1500.17 Proportion of the concrete ingredients and w/c ratio as per MIX Design is ensured during TPQA visits.

Slump tests were also conducted and the required workability is ensured.

8 C.C Cubes: M30 grade C.C Cubes are casted and tested for 7 days' and 28 days' compressive strength.The 7 days' compressive strength is varying from 24.00 N/mm to 24.89 N/mm. The 28 days'compressive strength is varying from 31.56 N/mm to 32.89 N/mm.

9 The M30 grade CC road was completed from Km 0/672 to km 1/186. The outer measurements of widthand thicknesses are verified. The thickness is varying from 197 mm to 220 mm as against the specifiedthickness of 200mm. The width of CC road is varying from 3.67 to 3.78m as against 3.75 m as required.Approximate compressive strength is also assessed using Rebound Hammer strength of varies from28.60 N/mm to 29.60 N/mm as against the avg requirement of 3025% N/mm2. The Results areenclosed in Annexure-III.

10 6 Nos. of Cores are taken to verify the thickness and compressive strength of CC Road. The average

thickness is varying from 199 mm to 238 mm and the equivalent cube strength of cores varies from 26.00N/mm to 29.89 N/mm as against the avg requirement of 25.50 N/mm2. The Results are enclosed inAnnexure-IV.

11 Contraction of joints is provided at spacing of 2.5m to 2.8m. The joints war not sealed so far. MORD subclause 1501.8.3. specifies, "After minimum 28 days after casting the concrete pavement, joints groove atcontraction joint shall be widened to a 10 mm width and to a depth 18 to 20mm and shall be sealed".

12 GSB: Proper gradation was censured by conducting sieve analysis at regular intervals during TPQA visits.CBR test was also got conducted and CBR value obtained is 25%. During TPQA visits FDD tests wereconducted and whenever the Relative compaction was found to be less than 98%, recompaction of GSBlayer was ordered. In that manner proper compaction of GSB was ensured. GSB layer width and

thickness are verified and the details are given in Annexure13 WBM (Gr.-II): from Km 0/0 to km 0/672: AIV test, FIV tests and Gradation tests were conducted beforeallowing spreading. After completion of WBM grade II layer width and thickness are verified and thedetails are given in Annexure

14 Volumetric analysis tests were also conducted on WBM Grade-II layer as per clause 405.13 of PMGSYQuality Assurance Manual Vol-2

15 The WBM Grade-II layer was badly disturbed from Km 0/400 to Km 0/600, which is to be rectifiedimmediately. NCR was also issued.

16 The formation width varies from 6.0 meters to 7.0 meters from Km 0/672 to Km 1/186. The formationwidth shall be widened to 7.5m.

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Materials(CC Pavement)

4. Cement: The fineness of cement, consistency of cement, initial & final setting of cement tests areconducted randomly and results are within the permissible limits as per IS 4031.

5. Coarse Aggregate: Sieve analysis, AIV and FIV Tests are conducted and observed values are given in QCTest Summary.

6. Fine aggregate: Sieve analysis test are conducted. Sand is conforming to zone-II as per table-800.2 ofMORD specifications. Fineness modulus is varying from 2.82 to 2.83 as against the allowable limits of 2.0to 3.50

7. Workability of concrete: The slump cone tests were conducted for M30 grade of concrete. The valueswhich are obtained are varying from 26mm to 30mm which are as per mix design.

8 In CC pavement, key wall is not provided as per agreement drawing.9 The thickness of CC road is varying from 198 mm to 204 mm as against 200mm thickness specified.

10 The width of CC road is varying from 3.73 m to 3.78 m. The specified width is 3.75 m.

11 M30 grade concrete Cubes are casted and tested for 7 days compressive strength and the results arevarying from 25.18 N/mm to 27.67 N/mm.

12 M30 grade C.C Cubes are casted and tested for 28 days compressive strength also and the results arevarying from 33.11 N/mm to 33.78 N/mm.

13 Approximate Compressive strength of C.C.Road is assessed with rebound hammer at chi: 300m and chi:468. The values are varying from 31.7N/mm to 31.8 N/mm and given in Annexure-I. The strength ofconcrete by rebound hammer method varies by 25 percent.

14 Cores are to be taken in CC pavement to verify the internal thickness and compressive strength ofconcrete.MORD Sub Clues 1501.8.3 specified the following for contraction joints

15 i)The contraction joint shall consist of a mechanical sawn joint groove 3mm to 5 mm wide and up to 1/4the to 1/3 rd depth of slab.ii) The swan joint shall be cut as soon as the concrete has undergone initial hardening and is strongenough to bear the weight of the crew and cutting machine.iii) These joint shall be subsequently widened to 10 mm width and 20 mm depth by appropriate saw tohouse the sealant.iv) These joint shall be spaced 2.5 meters to 3.75 meters.

16 i) Can this road, contraction joints are by M S plate inserting. The width of the joint varies from 5 mm to 8mm and depth of joint varies from 7mm to 14 mm.ii) The spacing of contraction joint varies from 3.8 m to 4.2 m.

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Materials(CC Pavement)

5. Cement: Test of fineness, consistency, intial and final setting time was conducted and results are foundsatisfactory.

6. Coarse Aggregate: Sieve analysis, AIV and FIV Tests are conducted and observed values are mentionedin QC Test Summary.

7. Fine aggregate: Sieve analysis test are conducted. Sand is conforming to zone-II as per table-800.2 ofMORD specifications. Fineness modulus is varying from 2.60 to 2.64 as against the allowable limits of 2.0to 3.50

8 Workability of concrete: The slump cone tests were conducted for M30 grade of concrete. The valueswhich are obtained are varying from 28mm to 36mm which are as per mix design.

9 In CC pavement, key walls are not provided as per agreement drawing.10 The thickness of CC road is varying from 197 mm to 205 mm as against 200mm thick required.11 The width of CC road is varying from 3.72 m to 3.76 m. as against 3.75 m width proposed.

12 M30 grade C.C Cubes are casted and tested for 7 days compressive strength, and the results are varyingfrom 22.67 N/mm to 25.11 N/mm.

13 M30 grade C.C Cubes are casted and tested for 28 day's compressive strength also and the results arevarying from 33.11N/mm & 33.78 N/mm.

14 Approximate Compressive strength of C.C.Road is assessed with rebound hammer at chi: 080m and chi:180. The values are varying from 30.8 N/mm to 31.1 N/mm2 and given in Annexure-II. The strength ofconcrete by rebound hammer is approximate and its variation is 25 percent.

15 Cores are to be trimmed in CC pavement to verify the internal thickness and compressive strength ofconcrete.

16 Spacing of Contraction of joints from 3.8 meters to 3.85 meters. But the Contraction of joints shall be at

spacing of 2.5 m to 3.75 m17 Joints groove at contraction joint was widened to a 7mm to 10 mm width and to a depth 16 to 20mm which

was sealed with bitumen.18 Cracks are observed near Contraction joint at ch:75m and chi: 25m,the behavior of crack shall be

observed and suitable action is to be taken as per MORD Cl.1501.26.19 Shoulders are constructed to support the CC road but the width varying from 0.2 M to 1.0 M only. The

thickness is varying from 130 MM to 150 mm. They are to be widened and completed.20 FDD tests were conducted on Side Shoulders by TPQA at regular intervals. As and when, the required

relative compaction was found to be less than 98%, suggest they shall be scarified ,remixed, watered ato.k. re-and re-compacted to achieve a minimum 0f 98% was ordered. After ensuring the minimum 98%

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8. Shoulders: Shoulders shall be simultaneously compacted along with WBM layers.Sand and gravel are not properly mixed for shoulders. They shall be scarified, remixed, watered to OMCand re-compacted to achieve a minimum of 98% relative compaction. The formation width of the road is

less than 7.5 m at some stretches. The reasons for the same shall be informed.TPQA shall be informedafter rectification for verification.

9. Prime Coat: During the TPQA inspections, the rate of spreading of prime coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and found varyingfrom 34C to 40C.(The allowable range is from 20C to 60 C)

10 Tack Coat: During the TPQA inspectionst, the rate of spreading of tack coat was checked as per Clause502 and Table 500.1 of MORD. Spreading temperatures of emulsion are also checked and found varyingfrom 35C to 41C.(The allowable range is from 20C to 60 C)

11 13.2mm and 11.2mm Chips for OGPC: - Q.C tests of AIV, FIV, Water absorption and size were done.Under size chips were got removed and OGPC work was allowed.

During OGPC work temperature of bitumin, chips and mix was monitored during the TPQA inspections.12 6.7mm Chips for seal coat: - Under sized chips passing 2.36 mm size sieve were got removed and seal

coat work was allowed.13 OGPC+Seal Coat from Km 0/000 to Km 0/960: Width, camber, undulations and thickness were verified

and the details are given in ANNEXURE-III.14 Bitumen Extraction Test: - Bitumen Extraction tests were conducted for OGPC+seal Coat from Km 0/310

to Km 0/810 .The details are given in ANNEXURE-IV.15 2 Nos of two rows 800 mm dia NP3 pipe culverts are completed in km 0/6.16 The existing open well at Ch. 0/20 LHS was to be properly barricaded to avoid the accidents. NCR was

also issued. Material was dumped at site.

17 Hector Kilometer stones and kilometer stones are provided as per agreement.18 Cautionary, direction and place identification sign boards are fixed at site. But they are not semi reflective

type as specified in the agreement. They shall be rectified immediately. TPQA shall be informed afterrectification for verification.

19 The field officers are requested to provide the guard stones at outer edge of all the sharp curves.20 O.K CARDS are being issued at every stage of work.21 Reflective stickers may be pasted on electrical poles to prevent accidents.22 The Project informatory board was erected with all details at site as per the guide lines given by SPIU,

NCRMP. But the color of the informatory boards provided i not as per SPIU instructions.23 Site order book is maintained by A.E.E but instruction of the inspecting officers was not taken.

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S.No Diameter (mm)Weight per MeterLength (As per IS:

1786-1985)

Yield Stress(N/mm)

Ultimate TensileStrength (N/mm)

1 8 0.385 571 693

2 10 0.621 632 783

3 12 0.872 513 694

4 16 1.6 608 736

Note- a) For 8mm diameter bars permissible deviation is 7% in weight.Note- b) For 10mm, 12mm and 16mm diameter bars permissible deviation is 5% in weight.Note- c) The percentage of elongation is minimum 12%.The Bend & Rebend test is also conducted on all the above samples and no transverse crack is observed

during the testing of samples.6. 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.

7. 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 2.4 to 3.2.

8. 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.

9. C.C Cubes: M30 grade C.C Cubes are casted and tested and the test results are summarized in QC testSummary.

10 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.

11 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.

12 Brick Test: Water absorption and Crushing strength tests are conducted as per specification IS 3495, andthe test results are summarized in QC test Summary.

Foundation

Earth work

13 Confirmatory Design Mix

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approved drawing of Type-B Cyclone shelter with a design SBC Value of 10 t/m.17 During execution the foundation levels and measurements of steel reinforcement and concrete are verified

and they were fairly tallying with the approved drawing.

18 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.

19Measurement details of PCC, Footings, Columns & Plinth Beam

Item LocationObserved Required

RemarksL X B L X B

PCC

D2 column3143 mm X3150 mm

3150mm X3150mm

Thickness of PCC

is varying from 146mm to 154 mm asagainst of 150 mm.

F1 column 2345 mm X2340 mm

2350 mm X 2350mm

B4 column2992 mm X3000 mm

3000 mm X 3000mm

Footing

H3 column5996 mm X2193 mm

6000 mm X 2200mm

Depth of footing isvarying from 396mm to 405 mm asagainst of 400 mm

B3 column2842 mm X2847 mm

2850 mm X 2850mm

Depth of footing isvarying from 471mm to 479 mm asagainst of 475 mm.

20Item Location

Observed RequiredRemarks

B X D B X D

A4300 mm X 377

mm300 mm X

380mm

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

24 Stilt floor columns: reinforcement details are verified randomly H2, F4 column 4-20 mm dia & 4-16 mm dia

stirrups 8 mm dia at a spacing varies 148mm to 156mm as against of 150 mm c/c. And D4 & F3 column 8-16mm dia stirrups 8 mm dia at a spacing varies 147mm to 155mm as against of 150 mm c/c. The spacing ofreinforcements is not in uniform. The same was got rectified before concreting.Stilt floor column measurements are verified and the observed measurements were fairly tallying the drawingmeasurements.Stilt floor columns D5, C1, & B4 approximate compressive strength is also assessed using ReboundHammer. Strength varies from 23.17 N/mm to 33.91 N/mm as against the avg requirement of 3025%N/mm2.

25 Stilt floor roof slab completed with M30 grade concrete, before laying the concrete the reinforcement detailswere thoroughly verified with reference to the drawing. Any minor adjustments in spacing and cover etc.,

were got attended and the concreting was allowed.Stilt floor roof slab thickness are verified as 147 mm to 152 mm as against of 150 mm. and the thickness ofslab in portion B3-4 to F3-4 is 172 mm to 177mm as against of 175 mm thick.

26 STAIRCASE- The stair case and Ramp portion are constructed with M30 grade concrete. Honey Combing isobserved on the sides of ramp slab. NCR is issued to rectify the honey combing.During TPQA inspections, when concreting is going on TPQA monitored the proportioning of the ingredients,water cement ratio, slump and placement of concrete etc. Casting of cubes was also carried out.At the Time of one TPQA inspection, curing arrangements were not properly done. TPQA has got itimproved.The stair case Rise and Treads are verified, and the observed measurements. Rise is varying from 133 mmto 182 mm against of 150mm. Treads are varying from 260 mm to 300 mm as against of 280mm. All thetreads and raises of each step shall be equal to prevent accidents.

27 First floor columns reinforcement details are verified spacing, cover etc were verified before concreting.28 First floor roof slab completed with M30 grade concrete, before laying the concrete the reinforcement details

were thoroughly verified with reference to the drawing. Any minor adjustments in spacing and cover etc.,were got attended and the concreting was allowed.

29 Honey Combing is observed on the sides of First Floor Slab & Beams i.e. on B1, B2, B4, & B7 NCR isissued to rectify the honey combing.

30 First floor Brick work is in progress, the mortar joints in brick masonry work should not exceed 12 mm.Irregular brick work done, and It is not to plum bob at some places. Workmanship is not satisfactory.

31 Polyphone Covers & wooden planks are observed at the bottom of beams. Before plastering work these are

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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 21% value of work is completed.The combined progress of this package is 25%.

2 21% value of the work is completed. Steel placement work for plinth beam is inprogress.The progress ofwork is slow as per mile stone.

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 Laying of PCC under plinth beam work completed.5 The center line measurements for columns are verified and found fairly tallying with the drawing. Hence

the previously given NCR is closed.6 The material test registers are not shown for verification during inspection. The same shall be produced to

TPQA during inspection. One technical person appointed by the contractor is available at site duringinspection.Materials.

7 Sand: a) Sieve Analysis tests are conducted. Sand is confirming to Zone II of IS 383 table 4. Finenessmodulus is varying from 2.48 -2.59 as against the allowable limits of. 2.4 to 3.2.

8 Graded Aggregates : Sieve analysis for 20mm graded metal are conducted and observed values are

within the specified range as per IS 383 table-29 Alkali Aggregate Reactivity Tests: Samples are collected and sent to Civil Aid for testing of Alkali

Aggregate reactivity test for Fine and Coarse aggregates and the obtained results are within the limit asper IS 2386(Part VII) -1963.

10 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.

11 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.

12 Water: Sample is collected and sent to Panchayatraj internal water quality monitoring Laboratory Z.P

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every consignment and ensure its suitability before proceeding with the work.23 Barricading is not provided for the work place. Insisted to provide barricades to the working portion to

prevent any casualties to the public and the workers.

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

25 Safety measures for workers such as Helmets, Gum Shoes .etc, are to be provided by the contractor.26 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.

Name ofWork:

Construction of cyclone shelter at Gajapathinagaram in Payakaraopeta in VishakhapatnamDistrict

1. Two works are there in this package:1) Construction of cyclone shelter at Gajapathi Nagaram in Payakaraopeta Mandal and2) Construction of cyclone shelter at Ratnayampeta in Payakaraopeta MandalThe individual progress of this work is 14% value of work is completed.The combined progress of this package is 42.81%.

2 14.00% value of the work is completed. Foundation footings & Pedestals works are completed. Columns upto below plinth beam work are in progress.

3 Works to be done as per Combined Milestone:Mile stone 1 to the end of Dt: 02.02.12- Ground Floor and Plinth Level.Mile stone 2 to the end of Dt: 02.06.12- First Floor Roof Slab Cast.Mile stone 3 to the end of Dt: 02.10.12- Completion of Works.

4 The marking for Footing positions are given with the help of Total station instrument. The linearmeasurements of the center line of columns are verified and fairly tallying with the approved drawing ofType-B Cyclone shelter with a design SBC Value of 7.5 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 9.0 t/m2 as against of 7.5 t/m2 asper approved drawing. The confirmatory test for SBC is conducted by TPQA. The SBC obtained is 8.5 t/m2

6 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 at VisakhapatnamDistricts.

7 Quality control lab is not available at site and the field officers are requested to insist the contractor to

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materials, pH value of water and slump are also tested and found within the specified limits.17 Spacing and dimension of strips are verified with reference to the drawing and they are found fairly satisfying

with drawing. Clear cover is also verified.

18 It is instructed to the contractor to improve the storage of materials as per IS:456-2000 Sub Cl. 5.7.orIS:4082-1996

19 Site order book is being maintained by the field officers. The field officers are requested to take instructionsfrom the inspecting officers.

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

21 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.

22 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.

23 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.NCR is issued to the agency to providethe same

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

25 Safety measures for workers such as Helmets, Gum Shoes .etc, are to be provided by the contractor.26 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.27 Para wise compliance report shall be furnished duly attending to the above remarks.

Name ofWork:

Construction of cyclone shelter at Bangarampeta in Nakkapalli Mandal inVishakhapatnam District

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 55.87% value of work is completed.The combined progress of this package is 39.38%.

2 55.87 % value of the work is completed. Stilt Slab is in Completed. Columns laid up to 1st floor roof slab

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

12 Spacing and dimension of strips are verified with reference to the drawing and they are found as per

drawing. Clear cover is also verified.13 It is requested to the contractor to improve the storage of materials as per IS: 456-2000 Section 2 of Sub

Cl. 5.7.14 Site order book is being maintained by the field officers. The field officers are requested to take instructions

from the inspecting officers.15 Electrical diagrams are not available at site. The same shall be furnished to the TPQA staff during the

inspection for verification.16 The field officers have not furnished the bills for cement and steel for every lot used for the shelter. The

same shall be furnished to the TPQA staff during the inspection for verification.17 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 the inspection for verification.18 The field officers are requested to insist the contractor to test the samples of cement and steel from every

consignment and ensure its suitability before proceeding with the work.19 Permanent barricading is not provided for the work place. Insisted to provide permanent barricades to the

working portion to prevent any casualties the public and the workers.20 The informatory sign boards with all details are provided at site as per the guidelines given by the SPIU,

NCRMP.21 Safety measures for workers such as Helmets, Gum Shoes .etc, are to be provided by the contractor.22 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.

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

Name ofWork:

Construction of cyclone shelter at Ratnayampeta in Payakaraopeta in VishakhapatnamDistrict.

1. Two works are there in this package:1) Construction of cyclone shelter at Gajapathi Nagaram in Payakar

10.June MPR 2012

Documents

Transcript of 10.June MPR 2012