Ee O\ 224 Ashutosh Gaur) Assistant Executive Engineer for Regional Officer, Vijayawada

Home , Bhimavaram

No. RO/VJA/Mise24/B/Gas Pipeline/NH-165/Sr.no.56) | ( S E Government of India Ministry of Road Transport &Highways Regional O f f i c e , Vijayawada Door no, 38-2-3/2, G o r l e d a l a p a n n a Veedhi, Near A m e r i c a n Hospital, Punnammithota V i j a y a w a d a - 5 2 0 0 1 0 , Tele: 0866-2970220; Fax: 0 8 6 6 - 2 5 7 1 9 8 5

+ Dated: 94.02.2021

Invitation of Public Comments

Sub: P r o p o s a l for P e r m i s s i o n for laying o f 6 ” , API 5L Gr.X-52, P S L - 2 , 6.4mm thick, 3 L P E Coated c a r b o n steel Pipeline for service of Natural G a s across & along NH-165 in Bhimavaram, West Godavari (District), Andhra P r a d e s h - r e g .

P l e a s e find enclosed h e r e w i t h the proposal in accordance with Ministry’s latest g u i d e l i n e s dated 22.11.2016 f o r w a r d e d b y Chief Engineer ( R & B ) , N H & CRF, A . P vide l e t t e r dated 28.12.2020 f o r l a y i n g of 6”, API 5 L G r . X - 5 2 , P S L - 2 , 6 . 4 m m thick, 3LPE Coated c a r b o n s t e e l Pipeline f o r service o f Natural Gas across a t k m 102/927 & km 9 1 / 5 8 6 and along from km 9 1 / 2 0 0 to km 103,052 of N H - 1 6 5 in B h i m a v a r a m , West Godavari (District), Andhra Pradesh.

2. A s per the guidelines, i s s u e d b y the Ministry v i d e Circular N o . R W / N H - 33044/29/2015/S&R(R) d a t e d 22.11.16, the proposat for a c c o m m o d a t i o n of utility services atong a n d a c r o s s National Highways shall be put out in the p u b l i c d o m a i n for 3 0 d a y s from | _ d a y of uploading for seeking claims and objections (on g r o u n d s of p u b l i c inconvenience, s a f e t y a n d general p u b l i c i n t e r e s t ) .

3. In view of the above, comments of the pubtic on the above mentioned proposal is invited on the address mentioned below:

TheRegional Officer, Ministry of Road Transport and Highways, - Gorle Dalappana Veedhi, Near American Hospital, Punnami Theta, Vijayawada - 520010 Email id: [email protected]

Encl: As above Yours faithfully, oh ee o\ 224 Ashutosh Gaur) Assistant Executive Engineer For Regional Officer, Vijayawada

Copy to: 1) Senior Technical Director, NIC for uploading on the Ministry’s website. 2) The Chief Engineer (R&B), NH & CRF, AP. ~ 3) The Godavari Gas Private Limited, D.No.85-6-23/2, 2°¢ Floor, RTC Complex road, Near Morampudi Junction, Rajahmundry - 533107. GOVERNMENT OF ANDHRA PRADESH ROADS AND BUILDINGS DEPARTMENT From To

Sri V. Ramachandra, M Tech., She Regional Officer, Chief Engineer (R&B) MoRT&H, National Highways & CRF, D. No. 38-2-3/2, Room No.412, 4" Floor, Gorle Dalapanna Veedhi, State HoD Offices Building, Near American Hospital, MG Road, Punnamathota, “ao Vijayawada — 520010 Vijayawada — 520 010 3,0\"" Letter No.NH165/GGPL/Bhimavaram/DCE(NH)EE/DEE1/AEE1/2019, Dt.28.12.2020 od) Sir, ry 72 Sub: (R&B) NH Circle, Vijayawada — Permission for laying of 6”, API 5L. Gr. X-52, CT PSL-2, 6.4mm Thick, 3LPE Coated Carbon Steel Pipe Line for service of rae we Natural Gas along NH-165 in Bhimavaram, West Godavari District, A.P - > Request for grant of NOC-— Compliance furnished — Reg. Ref. 1. This office letter No. NH165/GGPL/Bhimavaram/DC E(NH)/EE/DEE 1/AEE 1/ 2019, Dt.13.02.2020 2. RO/MORTH, Vijayawada letter No. Misc 24/Gas Pipeline/NH-165/Sr.no.56/ 2590, Dt.18.05.2020 3. SE/NH/VJA letter No. Road Cutting/Permission/GGPL/NH185/ AEE 1/2019 Dt:17,12.2020

eR Re It is to inform that in the ref. 1°' cited the proposals of grant of NOC were furnished to RO/MORTH/Vijayawada. In the ref. 2°° cited the RO, MORTH, Vijayawada has returned the proposals unapproved along with certain observations. Now, in the ref. 3° cited the SE(R&B), NH Circte, Vijayawada has submitted the compliance for the observations and are as follows:

a Observations by RO/MoRTHVJA Compliance by SE/NH/VJA 1 | As per Ministry's Circular No.RW/NH- Pipeline shall be laid across | 33044/29/2015/S&R(R), Dt.22.11.2016, railway track at Km 91/067 as the utility services shall be permitted to per the requirement/standards cross the National Highway either of Railways. At the remaining through structure or conduits specially | Crossings i.e, at Km 102/927 | built for that purpose. However, it is seen and Km 91/586 also casing is that the applicant has proposed for proposed and the details are casing only at Km 91/067 and has not enclosed in the Annexure-l, | proposed for any casing pipe at the crossing location Km 102/927 and Km | 91/586 which may compromise the safety | of the high way and road users. 2 In the checklist, it has been mentioned | Pipeline shall not be crossed | that the utility line has not been proposed | out over the culvert locations through CD works. However, from the constructed for Nallas / line diagram, it is seen that there are Canals. However, the pipeline several nallahs across the project shall be laid through HDD highway. Also, as the proposed length of methodology below the culvert the utility line is 18.09 km, it is unlikely foundation by maintaining the that alignment of the utility line will not) depth of more than 25 mtrs pass over culvert locations on the | from the bed of Nal/ lCanal.a | National Highway. The same may be | HDD Profile Drawings for the

Page Lof3

_checked by EE(R&B), NH Division | culverts are enclosed herewith Vijayawada as per site conditions and the | for your reference checklist may be reconciled accordingly. _(Annexure-Il) Check list The arrangement proposed by the reconciled according to the licensee for crossing of cross drainage above is enclosed herewith, structures may be furnished. as desired (Annexure-lll). | It is seen that only the authorization from Please refer the enclosed Petroleum and Natural Gas regulatory document of PESO, letter vide board has been enclosed with the | No. P-2 (4) Misc. / 2013 dated proposal. As per Clause 4 of Ministry's | 16.09.2014 issued to M/s | Circular dated 22.11.16, the various other) GAIL Gas Ltd (one of the safety clearances from the respective GGPL promoters) regarding| authorities such as Chief controller of | statuary permission for City explosives, State/Central Pollution board | Gas Distribution (CGD) | and any other statutory clearance as Network (Annexure- IV). | applicable must also be obtained by the Laying of pipelines by CGD applicant before applying for permission. companies for supplying PNG The same needs to be furnished. & CNG (public utilities} shall _be carried out as per the |regulations & safety/Engg. Standards of Regulatory | Board, PNGRB, Govt.of India. It is seen that the proposed utility is | Please refer enclosed| crossing the Railway line near Km | herewith the documents 91/067. The clearance obtained from | related to permission from the railways for crossing of the utility line also | Railways Authority | needs to be furnished. (Annexure-V}. Approval is awaited from the Railway Authorities. ' The existing ROW line has not been Sample strip plan indicating | indicated in the NH line diagram. The NH Line diagram and distance distance of the utility from the Centre line from the centre to extreme of the highway may be shown in the strip | edge of Road is attached as plan and it may be ensured that the utility desired (Annexure -VI}. services are located as close to the extreme edge of ROW as possible. The proposed length of the utility line is | BG Calculations reworked out 18.09 km. However, only 5.54 km length | as desired as per the has been considered while calculating | mentioned circular dated the performance bank guarantee | 22.11.2016 and attached charges. The performance bank | herewith as Annexure-VIL. guarantee charges should be based on | Revised BG Amount worked per route meter and calculated as per | out to be Rs.18,12,600/-. para-6 of the Ministry's circular No.| RW/NH-33044/2912015 /S&R(R) dated 22.11.2016. | | ' The outer diameter of the utility line is not Please refer the Typical indicated in the typical cross section Cross-Sectional Drawing — enclosed with the proposal. The same indicating Outer Diameter of needs to be shown for better appreciation the pipe as desired of calculation of license fee charges. (Annexure-VIll). Also, it needs to be explained that how the applicant has been considered as public utility provider.

Page 2 of 3 The SE(R&B), NH Circle, Vijayawada has further submitted that the firm requesting to grant permission for laying gas pipe line from km.91/200 to 103.052 of NH-165 and for the remaining reach i.e from Km.84.958 to 91.200, permission will seek after obtaining the permission from railway authorities for crossing the level crossing in Km.91/200.

Hence, it is requested to accord necessary Permission for laying of 6”, API 5L Gr. X-52, PSL-2, 6.4mm Thick, 3LPE Coated Carbon Steel Pipe Line for service of Natural Gas along NH-165 from km.91/200 to 103.052 of NH-165 in Bhimavaram, West Godavari District, A.P.

Encl.. As above.

Yours sincerely, ?

yA v a

for Chief Engineer(R&B) Ly NH&CRF., A.P wv

Copy to

The Superintending Engineer (R&B), NH Circle, Vijayawada.

Page 3 of 3 ae

GODAVARI GAS PRIVATE LIMITED

Ref. no.: GGPL/ NHAI/BHI/STEEL/2020-21/01 Date: 23.05.2020

To The Executive Engineer (R&B), Nh NH Division, Vijayawada-520010

Sub: Proposal for permission for laying of 6°, API 5L Gr X52 PSL-2, 6.4 mm thick, 3LPE Coated Carbon Steel pipeline for service of natural gas across & along NH- 165 in Bhamavaram, West Godavari District, Andhra Pradesh

Dear Sir,

This has reference to the letter received from MoRTH, Regional office, Vijayawada vide no:: RO/VJA/Mise 24B/Gas_ Pipelinef/NH-165/Sr no.56/2590 dated 18.05.2020 seeking clarifications for the observations made on the subject matter:

We wish to submit that replies/clarifications to point wise’ observations mentioned in the above referred letter, have been provided and enclosed herewith for your kind perusal. Annexures/drawings in support of above clarifications have also been enclosed along with.

We therefore request you to please grant permission for laying the subject gas pipeline.

“\ Thanking you

Va ” DGM (CGM) © G.ANKAIAH ty General Manage Godavari r (CGM) Gas Private Limit (A Joint Venture ed of APGDC & Hi PCL. ENDRAVARAM,

GODAVARI GAS PRIVATE LIMITED (A Joint Venture Company of APGDC & HPCL)

Regd. Address : D.No: 85-6-23/2, 2nd Floor, RTC Complex Road, Near Morampudi Junction, Rajahmundry - 533107 Tel: 0883 2476111, Emait: [email protected]

a gS Wwww.godavarigas.in CIN: U40300AP2016PTC104159 OBSERVATIONS OF NITAIL VIDE NO.2590 DATED 18.05.20220 ON PERMISSION FOR LAYING 6” DIA GAS STLE L PIPELINE ALONG NH-165 AL BHIMAVAKAM, WEST GODAVARL DISTRICT OBSERBATIONS OF NBAI REPLIES OF GGPL As per Ministry's Circular No.RW/NH- Pipeline shall be laid across railway track at Km 33044/29/201S/S&RIR} dated 22.11.2016, the 91/067 as per the requirement/standards of utility services shall be permitted to cross the Railways. However, 6” dia, thickness of 6.4 mm National Highway either through structure or pipeline across NH at km 102 /927 and Km conduits specially burlt for that purpose. However, 91/586 shall be laid at depth more than 2.5 mtr it is seen that the applicant has proposed for casing through HBD technology hence it is proposed only at Kim 91/067 and has not proposed for any witht casing. HDD Profile drawings of above casing pipe at the crossing jocation Km 102/927 NH Crossing are enclosed herewith for your and Km 91/586 which may compromise the safety reference (Annexu re-]) Aro Je ltoutop srt Stavelercel |. of the high way and road users.

In the checklist, it has been mentioned that the Pipeline shall not be crossed out over the culvert utility line has not been proposed through CD locations constructed for Nallas / Canals. works. However, from the line diagram, it is seen However, the pipeline shall be laid through that there are several nallahs across the project HDD methodology tients highway. Also, as the proposed length of the utility 4g maintaining the depth of more than 2.5 mirs line is 18.09 km, it is unlikely that alignment of the from the bed of Nalla / Canal. HDD Profile utility line will not pass over culvert locations on Drawings for the culverts are enclosed herewith the National Highway. The same may be checked for your reference (Annexure — II). Check list by EE(R&B), NH Division Vijayawada as per site reconciled according to the above is enclosed conditions and the checklist may he reeoneciled herewith, as desired (Annexure-ITT). accordingly. The arrangement proposed by the licensee for crossing of cross drainage structures may be furnished.

It is seen that only the authorization from Please refer the enclosed herewith the document Petroleum and Natural Gas regulatory board has of PESO letier vide No. P-2 (4) Mise / 2013 been enclosed with the proposal. As per Clause 4 dated 16.09.2014 issued to M/s GAIL Gas Ltd of Ministry's Circular dated 22. 11.16, the various (one of the GGPL promoters) regarding statuary other safety clearances from the respective permission for City Gas Distribution (CGD) authorities such as Chief controller of explosives, Network (Annexure- TV). State/Central Pollution board and any other Laying of pipelines by CGD companies for statutory clearance as applicable must also be supplying PNG & CNG (public utilities} shall be obtained by the applicant before applying for carried out as per the regulations & safety/Engg. permission. The same needs to be furnished, standards of Regulatory Board, PNGRB, Govt.of India.

Tt is seen that the proposed utility is crossing the Please refer enclosed herewith dhe documents Railway line near Km 91/067. The clearance related to permission from the Railways obtained from railways for crossing of the utility Authority (Annexure- V), Permission charges line also needs to be furnished. are already paid to Railways and awaiting final approval Naufodx th A EXECUTIVEMSION, ENG oct i So N.H. Df visi ON, ViJAYAWAD Dy. Executive Engineer (R&B) NH Sub-Division, Bhimavaram. Deputy Genefal Manager (CGM) Gcdavari Gas Private Limited {A Joint Venture of APGDC & HPCL} RA JAMAHENDRA VARAM. 2

Phe existing ROW fine has not been indicated in Sample strip plan indicating NH Line diagram the NII line diagram. The distance of the utility and distance from the center to extreme edge of | from the Centre fine of the highway may be shown Road is attached as desired (Annexure -VJ), in the strip plan and it may be ensured that the ulility services are located as close to the extreme edge of ROW as possible.

6. The proposed length of the utility line is 18.09 km. BG Calculations reworked out as desired as per However, only 5.54 km length has been considered the mentioned circular dated 22.11.2016 and while calculating the performance bank guarantee attached herewith as Annexure -VIIL. Revised charges. The performance bank guarantee charges BG Amount worked out to be Rs 18,12,600/-. should be based on per route meter and calculated as per para-6 of the Ministry's circular No. RW/NH-33044/29 12015 ‘S&R(R) dated 22.11.2016.

The outer diameter of the utility line is not Please refer the Typical Cross-Sectional. indicated in the typical cross section enclosed with Drawing indicating Outer Diameter of the pipe the proposal. The same needs to be shown for as desired (Annexure-VITI). better appreciation of calculation of license fee charges. Also, it needs to be explained that how the GGPL has been authorized by PNGRB to lay, applicant has been considered as public utility build, operate & expand city or local natural gas provider. distribution networks in order to supply Piped Natural Gas (PNG) to Domestic Houses & Compressed Natural Gas (CNG) io vehicles in the Geographical Area of West Godavari District. PNG & CNG comes under essential services and GGPL provide these to the public.

Ora" EXECU TIVE ENGINE:FER oo( R& | Sen N.H, DIVISION, VIUAYAWAES.

Dy. Executive Engineer (R&B) NH Sub-Division, Bhimavaram. G. ANKAIAH Deputy General Manager (CGM) Godavari Gas Private Limited {A Joint Venture of APGDC & HPCL} RAJAMAHENDRAVARAM.

Superintending Engineer (R&B) Cd RivN.H. Circle, Vijayawada.

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Minimum CoverFrom = 23.44m From Ground Level

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Extreme Edge Of NH Row Extreme Edge Of NH Row NOS NOS

PRODUCED PRODUCED

y! \3 jabber gS 870 en GODAVARI GAS PVT.LTB Road Center _ Mis, MECOMLTD. Tawards Palakollu¥ Jiinction NH-165 es Bhimavaram .

—— Litt

TECHNO GLOBAL SERVICES PVT LTD. NH Route Marker Toes s

Extreme Edge Of NH Row _ REMARKS:- - NH LINE DIAGRAM DRAWING NATIONAL HIGHWAY-165 CASED CROSSING NH CH:1034+052 TO 102+927 PEDO nes Adieg, Engineer (rae £ Re Scr] OR AMIE Tv NATIONAL HIGHWAY-165 | CASED CROSSING Nu CH: 914586 Ae chowal| AZ 7 OF 2] GGPLIMEC/TGS/BHIMABHARAM CGDVSCH-01 4 f ihn Tote wiv ana FEE CP EC ROSEENOT — PHReccr: Troy

Pay NgISuaA LNZONLS YSAGOLNY N¥ AG aazondo"d M. Grooms son fag ks phagegy talon o! §2./9090

PRODUCED BY AN AUTODESK STUDENT VERSION

Fi NOTE = g a =" NH-165 --- Road Center

ol NH Route Marker

~=ee—|2"CASING PIPE HDD

NiCr eee a NH ROW NH ROW NH ROW NH ROW

fl en poe | HL GH-SD.000- gt} PEREH 82-1000 j pebaeees000 ; + a WLBT eset i teh CHiN S80 5) oan Paiakoilu ion WH CHE@U050 Pe HH CHLBS6550 3

| | ‘es Road Center Towards Bhimavaram »|p — “9 eT f -—-—-> Se - ay aint SSS Sa a = SS

2D —_ INSULATORS = see ' —S=>S = - — 2 = =— 7 -_ = Toul — ®

4 “Sy MH SrcARBIERCH oLGo7 FV = — 6" GGPL U/G aL.Gas Pipeline aut — — : ©5 : LF m aS im NH Route Marker NH Route Marker NH Route Marker NH Route Marker 0 iG Extreme Edge Of NH Row Extreme Edge Of NH Row Extreme Edge Of NH Row Extreme Edge Of NH Row e 2 > i) < i) uy 5 = NH ROW NH ROW NH ROW

c | ad CHEB? 000 Hoy: 864 OO HEL CH:89 9000 wh) ™ ee 7 ry hm pio 2 | ui ch.es coo 2 BI = ces es a — i == SS q] Roadcenter S| __ Towards Bhimavaram. Be bea a Road Center - NH-165 Lu Towards Palakollu f Junction NH-165 2) | Li +

D aim i — a —

2D i ( F 6" GGPL U/G Gas Pipeline 6" GGPL UVG Gas Pipeline (4 O

5 NH Route Marker NH Route Marker NH Route Marker [nti Cima + ou Extreme Edge Of NH Row Extreme Edge Of NH Row Extreme Edge Of NH Row

GODAVARI GAS P'

aRScraf ey Mis, MECON LTO.

lowe LAYING 4NO CONSTRUCGTION OF 6" & 4* UNDER GROUND! STEEL PIPELINE NETWORK & ASSOCIATED WORKS AT GODHAYARI

PAOTRAC TOM _ ow wi TECHNO GLOBAL SERVICES PVT.LTD

— ny = REMARKS:- THE NH LINE DIAGRAM DRAWING Superintending Engineer (R&B yaTIoNAL HIGHWAY-165 CASED CROSSING NH CH:91+067 JAN.H. Circle, Vijayawada. Ste _ S| S| _—— —— rr FILLChoscimun WALAS ¢ “TH Rovean HDp AS Show) AZ (TOF Oy) GGPLMECITGEBHIMABHARAM CGO/SCHO2 | ag

TE ae NOISH3ZA LNAGNLS WSAGOLNY NV Ad Gaondoudd 12.,/202D M-Sronrs ge, — K:heegursa ro)

ZERO POINT NOTE :— ULLAMPARU VILLAGE,

5 129 Mt.HOD Pending 109 Mir,HDD Pending vere 6°7 OPEN TRENCH E cr ate Cre. (RAILWAY Cre, eaeeanms 6” HOD PENDING serie Gee TRRICA 366 Mtr,OPEN TRENCH GPL Coos +738 3=h —————Hear Ulamparuvillage- 506 Mtr.HOD Pending 4 -feal- VALVE CHAMBER ate lala Cro. — GG) Ch:92+292 56 Mtr. HDG Pending be 119 Mtr.HDD Pending [ NALAE SHOP Cro. ba ee GGPLCH:Gtaa55fel)2 i+. ‘Gate & Shop: Cro. GSBpeti cBCod 2

GGPL CH:O35 251 406. Mt OPEN TRENCH | \ 25 MIrOPEN TRENCH GPL cH054028 TOTAL LAYING PENDING - 6*dia -13744.000mtr. pedis egpl cugzaa? 112 MesHBb Pandi TOTAL OPEN TRANCH - 6"dia -5981.29 mt. = 7 | | _ 150 mer.t00| Pending UPR OMD Cre” TOTAL HDD PENDING - 6"dia -7762.71 mtr. GSP) CHD Rao a=ueea| | | (SHOP ROAD & GATE CRO, 180 Mtr.HDD Pending bs ee 106 Mtr.HDOte.HOO PendiPendin "| | TenpiemisnepHEISE: tes 7 areas52OPEN Mtr TR ENCH PEC ROAD & TEMPLE CRO. H. | J prinuenncesin 1s AGEL CHS +556 | SGPL CH:n63492 75 Mtr.HOD Pending 127 Mtr.HDD Pending 99 Mtr.HDD Pending i Shap Cro, AD Cra, PCC Road & Gate Cro, a rer UPL CH oss699 cs ee AG Hebe 112 Mt.HOO Fending 8 Mtr, T = sore A ROAD & NALA EDGE CRO, PS MULOPEN TRENCH poMi.OPEN TRENCH SCR Cini t17 138.29 Mtr.OPEN TRENCH GAEL CH US 4748 125 Mtr.HDD Pending Near UlamparuVillage ITT COLLAGE ‘ INEAR Y¥ JUNCTION GOPL Che gtingus do PALAKOLLU ROAD Cro.

==! i.eOPEN TRENCH

SH-024 | HHAT GH: Lt24744 AS" EET TEED PCG = GOPE CHO SBS — : Eni — r : [NEARINDIAWrl OILending PETROL PUMP CRO.

148 Mtr,H0O Panding - 44 - __. _{|____|To BRU - SHOP & ROAD Cro, i NH=165 [ NH-165

Ped chi ugg 708 Gar. GEESE oe bewe ”4 ne | SGPL Gt Heme 1S Mtr OPEN TRENCH a6 Hts HOD Pending

re 156 Mtr.HDO Pending G 45. Mtr.HDD Pending | eRe BAMARs

| (191 Mtr, OPEN TRENCH =A a0 perk W HAL = oi “Hs | TOMUNOPEN TRENCH oo Hi. aGECHaPEH TRENCH x s

i | "193 Mtr HOD Pending 165 Mt,HDD Pending RL 9S 85S fel atts Bios GGPL M98 a604 2 | | | [Near

epee Hee jr xo Gale inal po =k Kap oS ata GGPL CH:094203 a Steere WHA CH203 z z @ | 85 Mw HDD Pending _y | narcuagateng [4 PO6+HG4 | 1 penny Near WATER SUPPLY BECTON): | || (ScPL cH:65439 665 Mtr.HOO Pending MHAL CH: 1024032

WHEL CH) 1014-655 | ROAD’ m DRAIN GATE CRO, ‘ | : a Near | BABS ROAD DRAIN & SHOP CRO. GGPL CH:06+664 GPL CH:07 4032 NHAL CH:994-993 1 H NHAREH LoLse9 | tual CHr1004732 OGPL CHiGES 0 , WHHAL CH994128 : GGPL CHOSE ry at wae GGEL CHi07 +984 69 Hr. i a TaeheH 3 q | | GSPL CH:094568 eet: SH:074 NRAl CH:105 +690 peers: > 3 ; 94 Mtr.HOD Pending NHAL CH: 1014071 GSPL CH SEH GGPL CH:08-+7 72 1 5 | Mtr,OPEN16 TRENCH oan GODAVARI GAS PWrLib. HAT CH:10+504 87 Mtr. HDD Pending ry |. : | 2 GGPLCH:d775e5 a NHAL CH : 374824 ve 71 Mtr.HDD Pending copt CHB +102 HOUSE & GARE CRO,—— 57 Pip-GPEN TRENCH NH-lse |.

| GPl CH: 104522 RACES . NHAL OH 35 +537 mah 1 _eede me Q wi “| 178 Mtr.H00 Pending aia cua 74 saz GGPL CH; vdieo —_- one * PRORcT: LAYING AND CONSTRUCTION OF & 6" UNDER GROUND Z| CIREE GWAC cho GaP i154 3 162 MtrHOOPending —-NHAT CH:so414a 2 a , N TRENCH 115 Mt.HDD Pending 82 Mtr, HOD Pendin 3) \ 2 HO & SHOP CROGGPL CHnoess2 STEEL PIPELINE NETWORK & ASSOCIATED WORKS AT GODHAVARI = NHAL CH: 374896 AD fra. TEMPLE NALA & TREE C | =

/ |4] ee Mion Penh | is 3 bafta WasaRGeean 3 | tr. HOD Panding| FENCELINE Cro. waa cH.95-4 455 Aki Gases cote | GGPL CH 144 74a : 7 i idl4 peered. Lo 96+ Ree AE abi? tate : pn cH: tie 3) uptusesn commersr” TECHNO GLOBAL SERVICES PVT.LTD 3 [EDECTRIC Powe cro, |2 GGA GH: 11486 |. [FREE & AN eee PISPL|cH: 1.34 GPL CH: 134497 sce EGE aa Lond. Palate ae HAL o6edae, Coma be eaaaso aa = 268 macas aE ae G74 > PL 22 | oiepe tH 12407 GGWT C124 383 fe. SH 134317 FeGPICH: 134-555 TWTLE:

aieecaratci walemi weanchiod el sone ad te teri oe ae eee mal epee rmeeee mre dh eeeek aca ae mes oe SCHEMATIC DRAWING

230 Mtr.HDD Pendin INHAL CH] 264038 Leis CHGS 6 [SHEET ORAWING NO REV]

Ae SE THROAD & SHOP C 2 Z 2 3 LCH124628 PL CH:13 4 117 Mtr.oP! 312 Mtr.O1 13 Mtr. “a5 A. iE 189 Mtr.0) NTS OF 2 GGPL/MEC/TGS/SHIMAGHARAM cco /SCH-1 00

uperintending Engineer (R&B. “Toht AH. Circle, Vijayawada MoO. ww Oo - | a | - f » Vijay * a — _ —— aT x \

11 Mtr.HOD Pending SHOP & INDIAN 523 Mw.HOD Pend 156 Mtr.HOD Pandiog OIL PETROL PUMP Cre. ; 84 Mtr.HOO Pending Nl ae oe & ROAD Cre. [SHOP DRAIN NALA & ROAD Cro, 95 Mtr, $8 Mtr,HDD Pending = HOD pending TEMPLE Cra. 0 TEMPLE cro. NOTE :— MHGI CH 944841 re ’ NHALSH:934477 Aiiel - Hees ord1 4704 [SGPCCH: 34355 CH:92+ Bi BHALCH:924652 ¢ CECE = Firs GOPL CH164+992 - GPE CH IS +815 n$14373 . ” C LCris+004 OPEN TRENCH TRENCH 110 Mtr, TRENCH ° GSPL CHS174324 10 PRP. OPEN TRENCH 128 Mer. OPEN TRENCH 6 HAL CH:94 4564 RHAL CH 934367 TRENCH 130 Mir_HOD Pending 0 - sene=s 6” HDD PENDING NHR CH:92-4873 0

LINE GGPL CH:134+887 [SEPT CH: 154379 fihai Cr:91+596 eee States GPL CH:174110 168 tftr,HDD Pending 106 MtrHOD Pending : ip G92TH:164+ 105 H 552 [EP GATE ROAD & SHOP Cre, iP or. 37 Mtr.HDD Pending pat VALVE C 104 MtrHOD Pending CHAMBER LINE T (GA& TROEAD GBPL CHAT +126 NHAL CH:924761 tro, A NHAL Chi:$4 +647, [GAT & TREEE Cro , H M GSPLCRILS +4495 MHA CH: GFL CRST4G85 : C | 150 Mtr. OPEN TaBNCH

B T 63 MtrHOD Peading SSM EAT CH-9% upon3 cm GOP. CH :64poe A [SCHOGL GATE Cro. - M

TOTAL LAYING PENDING - "dia -10362,000mt.

TOTAL OPEN TRANCH - 6*dia -3767,000 mir.

TOTAL HDO PENDING - 6"din -6595.000 mar. 0} 73 Mtr. HOO Pending NHALCH:824737 GGPCEHIES LWAY PASSING & ROAD Cro. AHA OH:914426 Heal GH:934173 SGPC lyse GPL CH: 17539 301 MtHOO Pending [BOUNDRAY WALLALL && GATE . Cro. $3 Mtr.HOD Pending NHA] CHi33s992 100 Mtr. CH GGPL CH; 184771 TEMPLE Cro. 241 Mtr.OPEN TRENCH MHAL CHias+i33 ' 206: Mitr,HOD pons NHALCH 29+ Fhe SRLCH 194.634 a! GOEL Ch iF eGLs 7 60 Mer 100 Fencing 97 Mtr.HOO Pending | MHA L CS! ee? PUMP Cro, 138 Mtr.HOO Pending 71 Mtr,OPEN TRENCH Z| SG{LCH LTSE4S 52 mtr HDO ROAD B DRAIN Cm. HAT cHIaS 06d GATE & WALL Cro, =) Pen: HAT CH:St)4438 ee. . NEAR SRUNGAVRUKSHAM Lone his se RIE So 58 +367 5) RAILWAY& NH-165 Cro, Ke we: 18. Mer, OPE N TRENCH 353 Mtr.HOO Pend 3 i ea wavs ing ly, NHBI CH Gaede fhigiC H: a! GOPL CM iis Ha 39+464 : 7 : SCPUCH 194206 w 1274 Mtr.HOO Pending Se 276 Mer.HDO & NALA Gre, Pending = ae re r= RAIN GATE ROAD & SHOP dro. zx: sissies ‘ poateT AC CH:89 +484 eal 4 ea SHEL CH:s0+2pe mig 119 Mtr, Py s SPL CH 1s44h5 SHOP'S BOUNDRAY WALL Ge] | = & uit t paws = es

ae |

-|- cemamiemaitine ccs ai aan — = ==: ak “SST Lae oS S e n o g

Soencren tar —MH-1ES

TC BHLIRAVARAM uy 451 MU.HOD Pending G eskaw.. '"biswegescGmuanebastkeah= us ls. NEAR AADHAAR BANK SHOP ‘3 3 ! ROAD A nat eRe 171 Mtr HOD Pend 4) = 153 Mtr. HOD Pending GATE a F WALL Cro, Z| HEAD CH: d94 154 tre. nt si wa _ HHA! SH 88-1599 gi poe HELL OPEN TRENCH aeee” 5A Mtr.HOD Perecieng com. cHreSs30 >| se HOUSE Cro. a paNRELOPEN =z HMAl CH:87--687 N87 4237 fal Chases 72 ber HOD Pending HHA! CH-Beci3TREgNCH SiGe) CHITE=ES 204 =| $7442? SGPL CH 22+ 384 PEATE& BOUNDRAY W Mer.HDD Pending Binéas 141 ALL Cre, | [ESPLEH 22257 dyieet cn any pag NALACHO. o } Mtr, OPEN TRENCH GFL fii ta She 44MerOPEN T me i WMA! CRHESN?C H4 079 HHATCH 960457 379 Mtr.OPEN TRENCH | SSF coer: sags GRRL eH: 224207 2 { eo| —- ee eee . pee F t ies Lorne ! uaenae 8S F==- i Toshi ‘ Soa dkeenedoe ee eaapu eae gme Sma l e wewbeweL_,

oad ro NHAL CH e7 asda NHAL CH 87 +218 783 Her. HOO Pending GSELeA Ti gate ROAD GG, EH:FOs?CH; 7047 66 . HOUSE GA : MAL CHI9 P4475 4) Mtr,OPEN. ANALA Cro, NHAL CHfE+536 Me] AL Mer, HILL TLeaad SCR, iE iad e4:69-4497 WHAT CH:854795 AHAL CH-864103 T TS 5 ¥ Ral = GGPU CH ai eeF GOPL CiDL45s5 GEPL GLIDTEET Gis na as: =! no WHALE CH:a7 4 424 x $1 MU.HOO Pe GGPL CH214245 (CLIENT: 5 mean napry HHAL SHL864 752 ket i 154 Mtr.HOO Pending can cit =: ! . G [REAR AADHAAR BANK ROAD SHOP Cro. ODAVARI GAS PVT.LTD | ‘L SGM Chrae+953 HHAL Oesags core 150 MUOPEN TRENCH 175 MUrOPEN TRENCH SaPL y, CH: 234596 uk P ROWECT: LAYING AND CONSTRUCTION OF & 6” UNDER GROUND

STEEL PIPELINE NETWORK Y & ASSOCIATED WORKS AT GODHAVARI MESS aa ai 4 NH-165 TO. BHIMAVARAM

Pah 7 sl ee wa | | 65 Mtr.HOD Pending CONSULTANT: ; NEAL CHr5 4570 TE & | L__f es ROAD Cro. Mis. MECON LTD. sor ase mo p ea TOR : rape commeerea: "TECHNO GLOBAL SERVICES PVT.LTD, nea d eanb ewcnap a ene “f a ies ‘CGP. CH:232965 = Hie Srgst 267 Gort cuzators |S ea: | SCHEMATIC DRAWING Got CHZate? BCALEISHERT | DRAWING NO IREV

wrsb of 2] GGPL/MEC/TGS /BHIMABHARAM 00 /SOH-02 0

NUH Circ le Viiaven - “pl

Senos Fa e M, c o}1 2/a»2» Fvecutive Enqineer te a l eeyag PRODUCED BY AN AUTODESK EDUCATIONAL PRONUCT

ef 1 PROPOSED HDD PROFILE FOR ROAD NALA & RAILWAY CROSSING BY HDD METHOD j pfotes:- I NEAR SRUNGAVRUKSHAM RAILWAY STATION GGPL CH:17+645 TO 17+697 & NHAT CH:91+06747. a1 tinemone are in Moturs | 2, Bed Profile as per Site Survey TO ULLAMPAR, TO BHIMAVARAM 3. Pipe Spets: 6° NB APISL Gra $2 Xt arm WoTLK Saga | “=i d | eee! 4. Casing Pipe Speca: 12" i | = i e | = §. Method (ar pineline Laying: Dia

i Sgal | zB jo i

3 SE

1 5 | Exit Angle = 9.00" T

G 5| ae ate F Radiusof Curvature |= 300.00 U 5 poe 2a

B Frat Sey Hoe. Dist = $200 Mb O

R I | a a Ae ee — = Curved Dist = 52.00 itr

PsHiae P = Maximum DepthiCover = 499 ay aa eee Se | its Be From Grund Level | oe Minlmum Cover From) = 6G >

FIONAL FIONAL r] lice r From Ground Level

C ere: U

D ‘ a

S fo 7 = in E

D Il fear + $8 elt Sees O

T | U z =i Gorcaae RATA A UI 3 came FOC ey ciuty Gehelat Manager (SGM),:

AN AN : Fo ee Gadaieit Gas Private Limited

Y it (A Joint Venture-Gr APEDC-& HPCL) D

i ex RAJAMAHENDRAVARAM.

D i Pole

= = E

C a. a=

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at (i) s Ey PSUS LAYING ANDCINETRUCTION 05 4 fe VST RP COL ST 4§

a = igs EXE By = W . os 252% NH Be GINEERT 7p Dy. Executi a Se, Eels VIUAY, ( — . Executive Engineer (R B) AWAD A NH Sub-Division, Bhimavaram. PAA J TAs nes po dam ia po aaa fee oe 7 re Superintending Engineer (R&B) yD: AlWM firerle WViiavawads. “RODUCED BY AN AU TODESK 0 SS EDUCATIONAL PRODUCT

SS Bde PROPOSED HDD PROFILE FOR ROAD CROSSING GGPL BY HDD METHOD NEAR Y JUNCTION PALAKOLLU CH:05+644 TO 05+769 & NH CH:1034052-TO 1024927 Soe. (| TO ULLAMPAR Wace ee ; 2, Bod Profile as TO BHIMAVARAM 3 Fess SNBAPISper Site Sa ncGiay f2X. 53 ma W-TIK

Co =m |

| ——- 2 7 ~ S F — z S | | CZ = S ea =e | Entry Angie = Boot eee = | Exit Angie = 700° A ‘ Radofi Curvalosus = 240 “retro To awtiiavapay | .00 Mir z Hor, Langeh = 125,00 Mtr = | Gave Mi * Length = 95.07 aay 5 Maximurn DapthiCover = 281 PRODUGT—————___-— My, | From Ground Lavel 2 fel Minimum Cover From = + sang, il { From Ground Level | |

EDUCATIONAL

L A a

AN ___ DRILLING Pd LENGTH=14549 . == = Y ne |

B { 1.63 HORIZONTAL { LENGTH= 125.00 sees S517 D 22] X E 62 C 90

U i 3 ae

R P To SS See ee Deputy = Paya de erie ga Genera! Manager { te Keka fet | rr % ied Fes cd He all Pde Godavari Gas Private Limi a (A Joint Venture ot AME > | 2 ie RAJAMAHENDRA\ ARAM. “ y Wibsn GODAVARI GAS a PVT & A ’ ts

g : Sar a oe 2p EXECUTIVE Sncinees Dy. Executive Engineer ARgt) RaES N.H. DIVISION, VIJAYAWADA Sub-Division, Bhimavaram IDA TOIT a TEMATEPARTS ene men RNG I Amys oe we ; Bin. Superintending Engineer (R&B)

Ae B= ae

mn I iz. # = 7 PROPOSED HDD PROFILE FOR GATE ROAD: SHOP DRAIN & NALA CROSSING AT CH: 15+659 TO 15+815 Notes:- (NEAR AQUAFRESH DRINKING WATER) 4] L. All dimensions are in Meters 2. Bed Profile as per Site Survey GAIL CGS ULLAMPARU TO GGPL CGS BHIMAVARAM 3. Pipe Spees: 6° NB API 5L Gr.x 52 X6.4 mm W.THK NAIA 4, Method for pipeline Laying: HDD “* - TGS SHALL ADHERE TO ALL SORTS OF QUALITY & SAFETY NORMS OURING EXECUTION OF | HDO WORKS AT SITE.

| uo TEMPLE 4

HOUSE oe a | SHGP —<——— ae Technicat Date:- TGle _VEERAVASARAM To SRUNGAVRUK SHAM NH=165 a Entry Angle = 11.90°

ROAD EDGE Exit Angle = 11.00°

Radius of Curvature == 240.00 Mtr, Hor, Length = 166.00 Mtr. Curved Length = 166.35 Mtr. Gir Maximum DepthvCover = 4.74 itr. SHOP

From Ground Level

PRODUCT WATER

Minimum Cover From == 1.50Mtr. OgoNdONd

N From Ground Level A

I - TGS SHALL ENSURE VETTING? CERTIFICAT,

NY T ON OF ACTUAL SITE COND TION! REQUIREMENT

C [FROM GGPU MEGGN SITE ENGINEER,

~~ APPROVAL OF PIP L E ELINE LAYING ALONG NH-165 ACROSS ROAO, GATE, SHOP, NALA & CRAIN AND ADJACEN T TO ROAD & ORAIN EDGE BY HDD METHOD & ITS ASSOC HATED CROSSING LENGTH IS SUBJECT TO THE O

PERMISSION BY SANCTIONING AUTHORITY AND [3 BASED ON CROSSING METHODOLOGY & SITE CONSTRAINTS FOUND DURING JOINT SITE A VISIT WITH GGPL/MECON S TE ENGINEERS AND CROSSING LENGTH S FINALISED ACCORDINGLY AS PER ACTUAL SITE W CONDITION (ALSO CONSIDERING SAFETY, POSSIBLE COLLAPSE OF STRUCTURES, INADEQUATE SPAGE FOR NORMAL | LAYING. TRAFFIC CONGESTION, HDD GEOMETRY MINIMUM COVER/DEPTH REQUIREMENTS ETC) DRILLING LENGTH- 55

AUTODESK APPROVED AS NOTED

N (CLEARED FOR EXECUTION SUBJECT TO INCORPORATION A HORIZONTAL Teme Oar OF COMMENTS & Ie 2c a = wal RESUBMISSIFOONR FINAL APPROVAL}

BY - 3.50 £00 a ka |_| = 70) 4.70 iG 30 CHECKED BY: VERIFIED ev TYNOLLYONGA

GA TE GATE ts ROAD JAE d " d | ~ il O == SANDEEP RANJAt AVENKATA RAO |u D

I 24 25 1R.0e a SR. MANAGER GM N UC (MAC& )PC O

PRODUCED

_ . L see eg oer _, FOR MECON, BENGALURU FOR MECON, BENGALURU C 23. 12.80 Dr AlN NALA o iy

Sar |r | | = crs) Bewwt 1 al L, -! ~N r ibo ee baat yas * Va

| 1 | | i G 4 q L ! L7/ i bola J O i"

| | a

| A Cc 4 \e me GODAVARI GAS PVT.LTD. K

M/s. MECON LTD. rT Q

i err LAYING AND CONSTRUCIION OF & & 4° UNDER GROLND

U1 ert E sues TECHNO @L.O8 SERVIQEE PVT.LTD. |

FeSiS/FE|312 de a8 = cover | Oe gn

= J mre) H—_] | pins mais Wir mg cee time on, | U N D PROF]Fl LE EXECUTIVE ENGINEER Tall Is}

a 1 7 a t omen TENOLY OTE

~gs— 7 wet owe CHECK LIST

, . q ae | ( National Highway -165) ANNEXOQE ~ i

Guidelines for processing the proposal for laying Utility/Gas Line in the land along National lighway vested with NHALPWDABRO

S. Na. Item Information/ status Crossing - | Remarks 1 General Information

Name and Address of the Applicant/Agency M/s Godavari Gas Private Limited, G. Ankaiah, 1.1 85-6-23/2, Morampudi Junction, Dy.General Manager (CGM) RTC complex road, Rajahmundry Office No. 08832476111

1.2 |National Highway Number 165 1.3 [State Andhra Pradesh 1.4 — |Location Bhimavaram, West Godavati (DB)

1.5 (Chainage in km) 84.958 KM to 103.052 KM Towards Palakollu

1.6 Length in Meters 18,094 Mirs 1.7 — |Width of available ROW {a) Left side from center iine towards increasing chainage/ km direction. Not Available

(b) Right side from center line towards increasing chainage/ km direction. Not Available

18 Proposal to lay underground electrical Not Applicable cable. (a) Left side from center line towards increasing chainage/ km direction. Not Applicable

(b) Right side from center line towards increasing chainage/ km direction. Not Applicable

1.9 |Proposal to acquire land Not Applicable (a) Left side from center line Not Applicable

(b} Right side from center line Not Applicable Whether proposal is in the same side 1.10 |where land is not to be acquired. Not Applicable

If not then where to lay the cable. Not Applicable

Details of already laid services, if any, . 1.1] along the proposed route. Nill Number of existing lanes (2/4/6/8 1.12 2 lanes) Proposed Number of lanes (2 lane with 1.13 /paved shoulders 4/6 / 6/8 lanes) Not Applicable

1.14 |Service road existing or not No If yes then which side (a) Left side from center line (b) Right side from center line 1.15 |Proposed Service road No (a} Left side from center line (b) Right side from center line Whether proposal to lay Gas Pipe line 1.16 |is after the service road or between the Service road not available service rgad and main carriageway. 4 Ln tS Vv Wo. reSaita® EXECUTIVE ENGINEER G.ANKAIA (Fé, Deputy General Manager ( N.H. DIVISION, VIJAYAWADA, : yo Be Dy. Exec" > Engineer (R&B) davari Gas Private ite Bhimavaram. (A Joint Venture of APGDC & Hcl) ea ate? Ni Sub-L...ion. RAJAMAHEN RRAVARAM us Se wen aes ah yt a3 Superintending Engineer 44.4) jae ea rs lt. (R&B) Wheather carrying of sewage/gas pipeline has been proposed on 1.17. |highway Bridges. No If Yes, then mention the methodology proposed for the same.

Wheather carrying of sewage/gas pipeline has been proposed on the 1.18 |parapet/ any part of bridges. No If Yes, then mention the methodology proposed for the same. If crossings of the road involved Yes, Highway to be crossed at If Yes, it shall be either encased in three locations. As the 6" CS pipeline with thickness of} (19 pipes or through structure or conduits 1) CH 102/927 te CH 103/052 | 6.4 mm is laid at depth of more than , specially built for that purpose at the 2) CH 91/586 2.5 mtrs through HDD technology expenses of the agency owning the 3) CH 91/067 - Alongwith Railway| hence it is proposed withamm casing. line. crossing (a) Whether existing drainage structures are allowed to carry the NA utility pipelines. (b) Is it ona line normal to NH Yes (c) What is the distance of crossing the utility pipelines from the existing structures. There is no existing utilites, Crossings shall not be too near the strucutres in the proposed crossing existing structures on the National location. Highway, the minimum distance being 15 meter, (d) The casing pipe (or conduit pipe in the case of electric cable) carrying the utility line shall be of steel, cast iron, or reinforced cement concrete and APT SL Cov. Bits: 3585 have adequate strength and be large Not-Applicable enough to permit ready withdrawal of the carrier pipe/cable. Mention type of casing.

(e} Ends of the casing/conduit pipe Yes shall be sealed from the outside, so that it does not act as a drainage path. (f} The casing/conduit pipe should, as minimum extend from drain to drain Nes in cuts and toe of slope toe of slope in NotApplicable the fills.

(2) The top of the casing/conduit pipe Veg, the mivinum lover Sihatt be, should be at least 1.2 meter below the Modntained 1-S mths Glocuc, ie surface of the road subject to being at least 0.3 m below the drain inverts. Carding Pipe bron tte tel Ate Mention the proposed details. Rave - (h) Mention the methodology proposed for crossing of road for proposed Sewage/Gas Pipeline. Yes, Crossing of the road shall be Crossing shall be by boring method done by HDD/Trenchless (HDD) (Trench Less Technology) Technology Method. specially where the existing road pavement is of cement concrete or G.ANBAIAH dense bituminous concrete type. Deputy General Manager (CGM) (i) The casing/conduit pipe shall be installed with an even bearing meee its length and in such a EXECUTIVE ENGINEER (R& tan N.H. DIVIGION, VISAYAWAD

Separmiaiees Envinecs TRIN Document / Drawings enclosed with the praposal Cross section showing the size of trench for open trenching method {Is it normal size of 1.2m deepX 0.3m wide} (i) Should not be greater than 60 Cm wider than the outer diameter of the pipe. (ii) Located as close to the extreme edge of the right-of-way as possible |. Proposal is for laying the natural but not less than 1S meter from the gas pipeline along the National centre-lines of the nearest carriageway. Highway on the edge of ROW. 2.1 Enclosed (iit) Shatl not be permitted to run along 2. Proposed cross section diagram the National Highways when the read indicating size of the pipe and depth is formation is situated in double cutting. enclosed. Nor shall these be laid over the existing culverts and bridges. {iv} These should be so laid that their top is at least 0.6 meter below the ground level so as not to obstruct drainage of the road land.

Cross section showing the size of pit 2.2 and location of cable for HDD Enclosed method. Strip plan/ Route Plan showing Gas pipe line, Chainage, width of ROW. Distance of proposed, cable from the 2.3 Not Applicable edge of ROW, important mile stone, intersections, cross drainage works etc.

Methodology for laying of 24 Sewage/Natural gas pipe line. Open trenching method. (May be allowed in utility corridor only where Yes, Pipeline laying shall be carried pavement is neither cement concrete 24,1 Yes out by HDD where open trenching nor dense bituminous concrete type. method is not possible. If yes, Methodology of refilling of trench {a) The trench width should be at least 30 cm, but not more than 60 om wider than the outer diameter of the pipe. (b) For filling of the trench, Bedding shall be to a depth of not less than 30 em. It shall consist of granular material, free of lumps. clods and cobbles and graded to yield a firm Yes surface without sudden change in the bearing value. Unsuitable soil and rock edged should be excavated and replaced by selected material, (c} The backfill shall be completed in two stages (i) side fill to the level of the top of the Yes pipe and (ii) overfill to the bottom of the road __[erust. b Aww o at rt Soayfee EXECUTIVE ENGINEER ioe Sen NH. DIVISION, VIJAYAWADA 5 G. ANKAIAH NHy. SubExe c -- Engineer (R&R eputy General Manager (CGM) aoa Vee Gexavati Gas Private Limited od ney MIHAMALAS. 01 stesso oint Ventureof APGDC & nee HAH csenigey S rages ath PAJAMAHENDRAWARAMguperintending: Bnginee? (R&B)

egeei ce STAR AT. ; Cl: eo isele, Vilauswada.

d)} The sidefill shall consist of granular material laid in 15 cm layers each consolidated by mechanical tampering and controlled addition of moisture to 95% of the Prector's Density. Overflll shall be compacted to the same density as the material that had been removed. Consolidation by saturation or ponding will not be permitted. (2) The road crust shall be built to the same strength as the existing crust on either side of the trench. Care shall be taken to avoid the formation ofa dip at the trench. (f) The excavation shall be protected by flagman. Signs and barricades. and Yes red lights during night hours.

(g) If required, a diversion shall be constructed at the expenses of agency Yes owning the utilit line Horizontal Directional Drilling (HDD} 2.4.2 Yes Method. Methodology for laying of Pipeline through CD works and method of 2.4.3 laying. Incase where the carrying of Not Applicable gas pipe line on the bridge becomes inescapable. Draft License Agreement signed by Enclosed two witnesses. The licensee fee estimate as per Ministry's guidelines issues vide GGPL agrees for the same as per 3.1 circular No. RW/NH- requirement of NHAI 33044/29/2015/S&R(R} dated 22.11.2016.

Whether Performance Bank Guarantee as per Ministry's Circular no. RW/NH- GGPL agrees for the same as per 33044/29/2015/ S&(R} dated requirement of NHAI 22.11.2016 is obtained.

Confirmation of BG has been obtained GGPL agrees for the same as per 4.1 or not as per MoRTH/NHAI guidelines requirement of NHAI

Affidavit / Undertaking from the applicant for the following is to be furnished: Undertaking for Not to Damage any other utility, if damaged then to pay 3.1 Yes, Enclosed the losses either to NHAJI or to the concerned agency. Undertaking for Renewal of Bank 5.2 Guarantee as and when asked by MORTH/NHAI. Undetaking for Confirmination alt 53 standard condition of Ministry Yes Circulars & NHAI‘s guideline Underataking for indeminity against 5.4 Yes all damages and claims. Underataking for management of Se traffic movement during laying of utility linéwithout-hampering the exECUTIVE ENGINEER (Rasy | a a

ore 1 ape Te tr Jom NA. DIVISION, wun b im Dy:Saw Engineer (R&S) intending’ £ Pa tam ‘himavaram Fe Undertaking if any claim is raised by 5.6 the concessionaire/ contractor then the Yes same has to be paid by the applicant Undertaking that prior approval of the NHAI / MoRTH shall be obtained before undertaking any work of 3.7 Yes installation, shifting or repairs or alterations to the utility located in the National ilighway right-of-ways. Undertaking that expenditure, if any, incurred by NHAI for repairing any dammage caused to the National 3.8 Yes Highway by the laying, Maintenance or shifting of the utility line will be borne by the applicant agency owing Undertaking that text of the license deed is as per verbatim of MoRTH format (issued vide Ministry's Circular 5.9 ‘Yes no. RW/NH-33044/29/2015/S&R(R) dated 22.11.2016

Undertaking that the applicant has obtained various safety cleareances from the respective authorities such as 1. Authorization From Petroleum & Directorate of Electricity, Chief Natural Gas Regulatory Board for controller of Explosives, Petroleum development of CGD & Natural Gas 3.10 and Explosive Safety Orginization, Oil Yes Network in West Godavari District Industry Safety Directorate, geographical area obtained. State/Central Pollution Control Board Copy Enclosed, and any other statutory clearances applicable, befor applying to Highway Adminstration. If the MoRTH/NHAI considers it necessary in future to move the utility line for any work of improvement or repairs to the road, it will be carried out as desired by the NHAI at the cost Yes of the agency owning the utility line within a reasonable time (not exceeding 60 days} of the intimation given. Certificate from the applicant in the following format (i) Laying of Gas pipe line will not have any deleterious effects on any of the bridge components and roadway safety for traffic. 5.12 Yes Enclosed Gii} "We do undertake that I/we will relocate service road/approach road/utilities at my own cost net with standing the permission granted within such time as will be stipulated by NHAI for future six- lanning or an other development. Who will sign the agreement on behalf Dy. General Manager(CGM}, GGPL G NKAIAH | of Gas pipe line agency. Pat ay neral Managet (CGM Power of attorney to sign the ted Godav aggrement on behalf of Gas pipe line rL) 4 agency. Byooiriie AAS i oh ate from the ¢ yject Director

Pape qu:

on. Bhim avaraim = 2 Certificate that the proposal is confirming to all standards conditions issued vide Minisiry's Circular No: Enclosed 71 RW/NH-33044/29/2015/S&(R) Dated Yes 22.11.2016, Eeeceriu, Enpineee mar) Riis bere Certificate from B&-in the fallantie format (Yes/No} Gi) "It is certified that any other location of the Pipe Line would be extremely difficult and unreasonable costly and the installation of Gas pipe tine within ROW will not adversely affect the design, stability & traffic safety of the highway nor the likely future imrovement such as widening of the 7.2 carriageway, easing of curve etc”. Yes Enclosed {ii} for 6 -lanning (a) Where feasibility is available “I do certify that there will be no hindrance to proposed six-laning based on the feasibility report considering proposed structures at the said location”. (b) In case feasibility report is not available “I do certify that sufficient ROW is available at site for accommodating proposed six-laning". If NH section proposechto be taken up by: WHAI on BOT basis, -aclause is to += he inserted in the agreement. ‘ The permitted Highway on which Licensee has been granted the right to lay Pipeline has also been granted as a right of way to the concessionaire under the concession agreement for up- NA gradation Of [Qs Section from Kim...... 00 Kim... Of NH No.- man Build, Operate and Transfer Basis] and therefore, the licensee shall honour the same.”

Who will supervise the work of laying of gas supply pipe line. (a} On Behalfof Applicant Dy. General Manager(CGM), GOGPL

(b) On Behalf of MoRTH/NHAI Execuive Engineer (R&B) , NH Division, Vijayawada

Who will ensure that the defects in road portion after laying of gas Supply pipe line are corrected and if nat corrected then what action will be taken. {a) On Behalfof Applicant Dy. General Manager(CGM), GGPL

(b) On Behalf oRTH/NHAI Execufve E nginepeer ace NH en SSthiew= -g-4Dy. Bxecutlve Engineer, mee _ ANd Sub-Division, Bhimavaram

Who will pay the claims for damages done/disruption in working of Concessionaire if asked by the M/s Godavari Gas Private Limited Concessionaire. ExecHue Ewpenern Cede yay

A certificate from f® that he will chter} the proposed permission in the register Enclosed M/s GGPL will agree for the same as of records of the permissions in the per requirement of NHAI / MoRTH prescribed proforma (copy enclosed).

If any previous approval is accorded for laying of underground Gas Supply Pipe line M/s GGPL will agree for the same as then Photocopy of register of records NA per requirement of NHAI / MoRTH of permissions accorded (as maintained by B®) then copy be enclosed. kepo> (a2 (R& = EXECUTIVE ENGINEER Ca DIVISION, VIJAYAWADA V\: i mae " NH. ~ Dy, Executive Engineer (R&B) san tittien com, . NH Sub-Division, Bhimavaram. Gedavari Gas vate Limite of APGDC & HPCL)

rt Superintending Engineer (R&B) da. C4 W.H. Circle, Vijayawa a | & v ’

_ANNexore =

ee — ——— = OeS Uta, i ‘Grains; “EXT SEV wil Oe agsh e\ Wes) Kasai ey pilorsy wun Ne x ; ‘Telephone; W712-2800248 WAX, 9510877 nt hteIe ee i yy) All contwunications intended Ministry of Commerce and tidustry hig 5 on for this Offiee should be ~"Aleay= addressed 10 the “Chief | PETROLEUM AND EXPLOSIVES SAFETY ORGANISATION (PESO) NOt anh oF Pxplosives" and (Formerly Department of Explosiges}! —_—_ ni . “A" BLOCK, 5" FLOOR, CGO COMPLEX SS Seminary ills, Nappur- 440 W6. BO Po7 ST) ona’ No.P-2 (4) Mise/2013 To: haere cep eos? sted: 16.09.2014 Mis, Gail Gas T.td., Fits se 13714" Floor, 4 GAIL Jubilee Tower, B-35-36, Sector-1, Noida - 201301(U.P.).

Sub: NOC/Approval of pipeline — Laying within the Charge area of PNGRB authorised GA — part of CGM City Gas Distribution) Network.

Dear Sizs,

Please refer to your letter No. GAIL GAS/NDA/COD/CCOWS.2/2014 dated 30.09.2014 on the above subject.

It fs informed thal Naturat Gas pipeline of a CGD operator within a city limits need not be treated as cross country pipeline and as such no approval from Chief Controller of Explosives/PESO is required to be obtained.

“Yours fai NN Liye (Ashendra Singh) Controller of Explosives For Chief Conmoller of Explosives

PRODUCED BY AN AUTODESK STUDENT VERSION

ANNE URE - ve —

- 0 NH Route Marker NH Route Marker a 6" GGPL _U/G Gas Pipeline |_| Extreme Edge Of NH Row 5

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VERSION VERSION | ce bao EE ____NH-165____ Road Center +oO q Lea : ‘Towardsa Bhimavaram 9 4 bp =foO Towards Palakollu Y Junction: Pa4

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| PROuECT LAYING AND CONSTRUCTION OF 6” & 4" UNBER GROUND NH Route Marker STEEL PIPELINE NETWORK& ASSOCIATED WORKS AT GODHAVARI |

¢.—— " GGPL_UIG Gas PipelineE f ee)iCNOTR. TECHNO GLOBAL SERVICES PVT.LTD. een eT ee eo ba om EXEGUTIVE EWGINEER ( é | My pa 2s NH. DIVISION, VIVAYAWAD! | TILE Dy. Executive Engineer (R&B: NH LINE DIAGRAM DRAWING NH Sub-Division, Bhimavaram [SCALE BiZE[ SHEET DRAWNG NO. 5 a [8 som aa [ov oF 0} GGPLIMECITESIBHIMABHARAI ESDILNGOA\ a

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ew NH. Cirele, Vijayawada. NOISHYSA LNAGNLS yisaao.inv NV Ad gaonaoud fan ANNExURE- Vit ANNEXURE-| Calculation of Licencse Fees & Bank Guarantee Amount Proposal for granting laying permission of 6" CS Pipeline for service of Natural Gas fromm CH 84.958 KM to CH 103.052 KM along NH-165 road By M/s Godavari Gas Pvt Ltd

. Utilized NH Prevailing Circle rateof SL. No Name of Village Chainage Chainage To | Length route Width Mtrs. Land Area Land if ne/sq.aerl from KM KM Mitrs. Amount Rs Remark Sq-Mtrs. {Rate per Acre/4046.86)

1 Gunupudi 84.958 88.5 qindes 3542 0.300 1062.6 1754.4467 1864275.018 2 Srungavruksham gag dba 95.5 7000 0.300 2100 679.5391983 1427032.316 & 76, Got 3 Palakole 95.5 102.927 7427 0.300 2228.1 1141.625853 2543656.563 =| 95,42, 6¢7 Crossing of NH-165 4 Palakole 102.927 103.052 125.00 0.300 37.5 1141.6259 42810.96949 u-| 49,Qh 5 Srungavruksham 91.586 - 16 0.300 48 679.53919383 3261.788152 ul" 29 BD. 6 Srurgavruksham 91.067 - 16 0.306 4.8 679.5391983 3261.788152

34.66 337

Total 18126.00 5437.8 5884298444 a a

Licence Fees (Rs/Manth} 5884298.444 49035,82036 4Drutded bt ie r 10°12 = 2,42 644 a a

Total Licence fees for 5 years (12*5} 2942149222 ber dive end g

Total Licence fees payable by M/s Godavari Gas Pvt. Ltd. For Laying the Public Utility Services ( for public Utility 33% of industrial - Utilities as 970909.2432 a Vi V L

n per point no. 5 of MoRTH guide lines vide letter no RW/NH-33044/29/2015/S&R* Dated 22nd Nov.2016 } V1) 33, 6 1 i } T Total Amount Payable (Rs) 9,70,909.24 327 = 5, 71,446 Performance Bank Guarantee Amount Calculation

Amount of Performance Bank Guarantee to be submitted = Total length of Utilities in meters * Rs 100/- per route meter {(<=300mm dia/Width) Le 18126.00 xX 100 1812600.00 Performance Bank Guarantee Amount (Rs)= 18,12,600.00

MW;oe BN 5 eNOSnie TY2B) 2030 ayy gece ame20 Ou aaaMa ae Ter 2543,007 RAs Superintending Engineer (R&B) N.H. Circle, Vijayawada.

pu PROP"'CED BY AN AUTODESK STUDENT VFRSION ANNExuRE- win

————] TYPICAL CROSS SECTIONAL DRAWING

TOP OF THE ROAD

R SUSGRADE

V }——__OWER FALL « Fen

(hers T aor eres

150M EACH LAYER)

E , tp_( com D a0 FL —1+— Traced ig PIPE U N PIPE p— 'STO50cH wer, —— \, 7 tstasoc T

S Sen FL —=hT Say, hh qoaruna HATERIAL IN 4 = J) GAYERS NOT GREATER THE MATERIALULAR 150H IN EACH LAYER) FREE Rove Feo MES. CRnS QUTSOE OMMER:168. INSIDE DIAMETER:155. Sen FIGRE-1 INSTALLATION GF CASING FOR CROSSING THE ROAD FIGRE-2 INSTALLATION OF PIPE FOR b ALONG THE ROAD

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NOISH3A LNSGNLS ls MSAGOLNY Nv Ad Gaondowd Superintendingnad Engineer (R&B) , NLM; Circle, Vijayawada.