wads wets wsrart wiferen cor Zeit / Tele: 0866-2483910 Cree ase atte rae Hate) Fee eae National Highways Authority of India (Ministry of Road Transport & Highways) e Hate aaa wear, wigsea aa Office of the Regional Officer, Andhra Pradesh Region ARAATAT AC..29, Gad Fel, TEAS AT aM, aay 20 oo¢ ATT SHARATMALA Plot No.21, Teacher's Colony, Gurunanak Nagar Road, Vijayawada-520 008. A.P. ROAD TO PROSPERITY
Lr.No NHAI/RO-VJA/1 1045 /NOC/2020-21f }94 Dt.25.01.2021
INVITATION OF PUBLIC COMMENTS
Sub: RO - Vijayawada - Permission for providing Drinking water supply scheme to Uddanam Area of Srikakulam District - Laying of Drinking Water Pipelines along and across NH-16 from Km 484+000 to Km.532+100 in Ichchapuram - Narasannapeta Section of NH-16 in the State of Andhra Pradesh -Public comments - Reg.
The Project Director, PIU - Visakhapatnam submitted a proposal of Rural Water Supply and Sanitation Department, Govt. of Andhra Pradesh, Srikakulam for laying drinking water pipeline along and across NH-16 from Km.484:000 to Km.532+049 i.e. for a total length of 48.409 Km. including the length of 6 crossings for providing drinking water supply scheme to Uddanam area of Srikakulam District.
As per MORTH guidelines vide letter No. RW/NH-33044/29/2015/S&R® dated 224 November 2016, the Highway Administration will put out the application in the Ministry’s website for 30 days seeking claims ‘and objections (on grounds of public inconvenience, safety and general public interest).
In view of the above, the comments of public, if any, on the above mentioned proposal is invited on below mentioned address.
Regional Officer - Vijayawada, National Highways Authority of India, Plot No,21, Teachers’ Colony, Gurunanak Nagar Road, Vijayawada, Andhra Pradesh. Pin: 520 008. Email: [email protected]
(R.K, Singh), Regional Officer RO - Vijayawada
F:\RO CORRESPONDENCE\PIU-VSP Corres\NOC.docx
Mae waters : s-5 Ua 6, Aeet-10, gent, AS fereit - 110 075. AaaIse : http:/www.nhai.org Corporate Office : G-5 & 6, Sector -10, Dwaraka, New Delhi - 110 075 Website : http://www.nhai.org AA TS MAT MUAH National Highways Authority of India
(ase Uae sie wT ATA) sma eet aa OF ROAD TRANSPORT & HIGHWAYS) BHARATMALA vitor (MINISTRY arate are (FH), LALA. TRA, PH ANZIG AAS, gram / Phone + 0894-2707600 Project — Unit (GQ), NHAI Enclave, KM 2/8 NH-16 , waa , emangor - 530 040, 2.8., AA ea rex No : 0891-2714118 Visakhapatnam - 530 040, A.P., India) | y) Hanumanthavaka, — -mail : [email protected]
Ref, No.: NHAI/PIU-VSP/Uddanam-WSPL/2020/ [9.5 J— wae Date : 08.01.2021
To Officer, The Regional lo JAN eel National Highways Authority of India Office, Plot No. 21, Regional U3 Teacher’s Colony, Gurunanak Nagar Road, VIJAYAWADA - 520 008
Project - Providing Drinking water supply Sub: NHAI, PIU, Visakhapatnam : Water Grid Laying of Drinking Water Pipelines scheme to Uddanam Area of Srikakulam District - - Proposal submitted - Reg. along and across NH-16 from Km 477.33 to 532.100
Permissions/AEE-2/220-21 dated 1 Letter No. 372/Uddanam Project/NHAI Ref: & S, Srikakulam 19.09.2020 of the Superintending Engineer, RWS dated 21 .09.2020 2. This office letter No. NHAI/PIU-VSP/IE/TOT/2020-21/5976 dated 20.10.2020 of the 3 Letter No. LION/IE-0819/2019/NHAI-SC-NIP/452 M/s LION Engineering Consultants. Independent Engineer, dated A, This office letter No. NHAI/PIU-VSP/TOT/RWS-Uddanam/2019/6234 26.10.2020 dated 5. Letter No. 372/Uddanam Project/NHAI Permissions/AEE-2/220-21 Superintending Engineer, RWS & S, Srikakulam 04.11.2020 of the dated 6. This office letter No. NHAI/ PIU-VSP/TOT/RWS-Uddanam/2019/6403 16.11.2020 dated 28.11.2020 of the 7. Letter No. LION/IE-0819/2019/NHAI-SC-NIP/485, Consultants Independent Engineer, M/s LION. Engineering water project/2020/6551 8. This office letter No. NHAI/PIU-VSP/TOT/Uddanam dated 04.12.2020 Permissions/AEE-2/220-21 dated 9. Letter No. 372/Uddanam Project/NHAI S, Srikakulam 08.12.2020 of the Superintending Engineer, RWS & 10. This office mail dated 18.12.2020 dated 23.12.2020 of the 11. Letter No. LION/IE-0819/2019/NHI-SC-NIP/508 Pvt. Ltd., Independent Engineer, M/s LION Engineering Consultants Superintending Engineer, RWS & 12. This office email dated 28.12.2020. addressed S, Srikakulam Permissions/AEE-2/220-21 dated 13: Letter No. 372/Uddanam Project/NHAI & S, Srikakulam 28.12.2020 of the Superintending Engineer, RWS Sir, RWS & S, Srikakulam vide letter 01" _ It is to submit that the Superintending Engineer Water Pipelines along and across cited has submitted the proposal laying of Drinking drinking water supply scheme to Uddanam NHAI from Km 477.334 to Km 532.100 under forwarded to the Independent Engineer Area of Srikakulam District which has been ietter 02" cited vide this office [Contd....2/p]
; : Building a Nation, Not Just Roads wa.6, Aaer-10, ara, a Re-110 075. ea Ae : http:\\www.nhai.org L fait sata : Wes, Corporate Office : G-5 & 6, Sector-10, Dwaraka, NEW DELHI - 110 075, Website : http:\\www.nhai.org wi28
. Vide reference 03 cited, the Independent Engineer. has communicated certain observations which have been communicated to the Superintending Engineer, RWS &S, Srikakulam vide this office letter 4'" cited. Vide letter 05‘ cited, the Superintending Engineer, RWS &S, Srikakulam has resubmitted the proposal which has been forwarded to the Independent Engineer vide this office letter 6 cited. A joint inspection has been carried out on 26.11.2020.
. The resubmitted proposal was not confirming to ministry’s guidelines. Hence, this office vide letter 08" cited while returning the proposal has requested the Superintending Engineer, RWS &S, Srikakulam for resubmitting the proposal as per the Ministry’s guidelines.
. Vide reference 09" cited, the Superintending Engineer, RWS &S, Srikakulam has submitted the proposal which has been forwarded to the Independent Engineer vide reference 10™ cited. The Independent Engineer vide reference 11" cited has furnished the comments / recommendations.
. Vide reference 12" cited, this office has communicated certain observations and requested for compliance of the same. Vide reference 13" cited, the SE, RWS & S has submitted the revised documents. -
. The proposed location falls under Ichapuram - Narasanneta Section of NH-16 which is under TOT mode. The consent has been furnished by the Concessionaire vide letter dated 09.10.2020. A copy of the same is enclosed herewith.
. The checklist submitted by the Executive Engineer PD-IIl, GVSCCL is duly verified and are found correct as per the requirement.
. The proposed site has been inspected and verified on 01.01.2021 and the points listed as per the guidelines prescribed in the MORTH and is hereby certified that all the standard conditions are being fulfilled. The drawings furnished have been verified at site. The following documents have been submitted by the agency:
(i) Checklist, (ii) Undertakings; (iii) | License Deed; (iv) | Methodology; (v) Details of structure falling in proposal (vi) Specification report (vii) License Fee (viii) Cross sections (ix) Strip plan - [Contd....3/p] a3
9. Keeping in view of the recommendation of the consultants, the proposal submitted by the RWS & S, Srikakulam for permission for Laying of Drinking Water Pipelines along and across NH-16 from Km 477.33 to 532.100 is herewith recommended for according necessary approval of the Competent Authority please.
Encl: Proposal in 2 sets (01 original + 01 duplicate)
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CIN No. U74999MP2020PTCOSO788 Project Office: Lion Engineering Consuitanis Sri Sobha Rani Nilayam, 2-4 Floor, Opp. Durga Temple,
Cee co ‘Hutiond in i its Bg tb ibe «linet Kushalpuram, Etcherla (Mandal), FareedhiPeta (Post), Stikakulam()Disi(AP)-532410
Email:
Letter No. LION/IE-0819/2019/NHAI-SC-NIP/508 Dated 23.12.2020
To The Project Director, National Highways Authority of India AW PIU, Visakhapatnam
Km.2/8, Hanumanthavaka, VISAKHAPATNAM- 530040. Andhra Pradesh. rence Email:[email protected]
Sub: “Independent Engineer Services for National Highway Stretches under Bundle-1 of Tolling, Operation and Maintenance & Transfer (TOT) Projects in the state of Andhra Pradesh & Gujarat” - (IE Package-3 for the section Icchapuram - Narasannapeta (484+000 to 580+700) in the state of Andhra Pradesh Water Gird Project - Providing drinking water supply scheme to Uddanam area of Srikakulam District - Laying of Drinking Water pipelines along and across NHAI- Permission Check the personal and submit your detail Report- Reg
Ref: 1) Your Letter No NHAI/PIU-VSP/RWS-Uddanam/2019/6698 on dated:-18,12.2020
Dear Sir,
With reference to the above subject, The IE verified the documents of Rural Water Supply and Sanitation Department (RWS&S) Srikakulam for proposal seeking permission laying of Drinking water pipelines along and across NHAI from Km 477.334 to 532.100 (RHS), In Icchapuram, Sompeta, Kanchili, Kavity, Palasa, Vajrapukotturu & Mandasa in Srikakulam District , and submitting the report here with as per the guidelines issued by the Ministry vide letter no RW/NH-33044/29/2015/SER ® dated 22.11.2016.
1) The pn is regarding permission for pe water supply pipe line starts from
2) The ROW details as per available records are 60mts.
3) The proposal has been submitted with open trench method along the highway,
4) The NH crossings with HDD method of length 59 meters,
5) An agency has submitted previously through wide letter no Lr.Re.372 / Uddanam Project /NHAI - Permissions / AEE -2 /2020 -21 .Dt. 4/11/20 ,the Location Map ,Breef details of the project ,Agreement with Government of Andhra Pradesh , Details of layout drawing , Details of crossings & methodology for laying of pipe line across the highway - NH 16 from RHS to LHS. by HDD method. Details of traffic management & Details of. cross section
6) An agency has submitted now current letter no Letter.No: 372 / Uddanam Peed ie /NHAI - Permissions / AEE -2 /2020 “24 .Dated. 08/12/20, The necessary checklis with
in Kelet Road Bhogal 462142 (MP r
signature, undertaking for Bank Guarantee , Not to damage to existing structures / Other utilities , shifting of water pipe lines as and when required by MORTH at applicant’s own cost , shifting due to 6 laning / widening of NH .
7) The submitted licence fee estimate calculation are wrongly, The Revised calculation attached here with this letter,
Keeping in view of the above, IE opinion that, after receiving of signed copy of the revised calculation sheet from the agency , the permission may be accorded to Rural Water Supply and Sanitation Department (RWS&S) Srikakulam for proposal seeking permission laying of Drinking water pipelines along and across NHAI from Km 477.334 to 532.100 (RHS), In Icchapuram, Sompeta, Kanchili, Kavity, Palasa, Vajrapukotturu & Mandasa in Srikakulam District in the state of Andhra Pradesh,
However, the Competent Authority may take appropriate decision to permit.
Thanking You,
Yours sincerely,
For & On Behalf of M/s Lion Engineering Consultants Private Limited ¥ f AR tomy GE Y. Rajkumar Babjee 23| i) (Team Leader)
Enclosure:- Corrected Specification Report
Copy for information:
1) Corporate Office, Lion Engineering Consultants Private limited, Bhopal.
2) Authorized Signatories, Safeway Concessions, Pidimgoyyapanchayat, Rajahmundry- : 533107 (EG). Email: [email protected]
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Check list for getting approval for laying of water supply pipe line Crossings @ Km. in the section of Itchchapuram-Srikakulam Section of NH16 in the state of AP .
S No Item Information/Status Remarks | General Information
. SE,RWS&S,Srikakulam 1.1 1 IN ame an d Address ress of of the the Applicant/A Applicant/Agency Circle i Srikakutam,AP a,
1.2. |National Highway Number NH-16 13 State AP . Itchchapuram-Palasa (Bendi ht. |bocation GateArea) Vizag Section of NH
. . 477/334 to 532/049--Along the 1.3 |(Chainage in km) NH-16 and Across the NH-16
1.6 |Length in Meters 54715 mtrs 1.7 Width of available ROW Enclosed (a) Left side from center line towards increasing chainage/kin direction . (b) Right side from center line towards increasing chainage/km direction
1.8 |Proposal to lay underground water Pipe Line ---
(a) Left side from Center ---
(b) Right side from center line yes
1.10 Whether proposal is in the same side where . land is not to be acquired yes If not then where to lay the pipeline --- La Details of already laid services, if any along _ ‘ the proposed route 1.12. |Number of lanes (2/4 / 6/8 lanes) existing 4 LB Proposed Number of lanes (2 lane with _ ‘ paved shoulders/4 / 6/8 lanes) _ 1.14 |Service road existing or not List -Enclosed = If yes then which side --- S (a) Left side from center line — s = (b) Right side from center line -—- © < é < 1.15 |Proposed Service road --- $ = : (a) Left side from center line -- a = z avin A Raion at Dal — Be Lee - ToT -TE cutive Engineer Superintending Enginee: cu each 1 RWS&S, Division Palasa RWS&S, Circle Srikakulam Neary gyri) sad (b) Right side from center line Whether proposal to lay Water Supply Pipe 1.16 line is after the Service road or between the Service road and main carriageway
The Permission fro laying of Water Supply Pipe Line shall be considered for approval / rejection based on the Ministry Circulars mentioned as above. (a) Carrying of Sewage / Water Supply pipelines on highway bridges shall not be permitted as Furmes / gases pipes can accelerate the process of corrosion may cause explosions, thus, being much more injurious than leakage of Water. (b) Carrying of gas Water pipe lines on bridges shall also be discouraged. However, if the watersupply authorities seem to have no other viable alternative and approach the highway authority well in time before the design of the bridge is finalized, they may be permitted to carry the pipeline on ACCEPTED independent superstructure, supported on extended portions of piers and abutments in such a manner that in the final arrangement enough free spade around the superstructure of the bridge remains available for inspection and repairs, etc —_ (c) Cost of required extensionsion of the substructure as well as that of the supporting superstructure shall be borne by the agency- in - charge of the utilities. (d) Services are not being allowed indiscriminately on the parapet/any part of the bridges , safety of the bridges, safety of the bridges has to be kept in view while permitting various services along bridge. Approvals are to be accorded in this regard with the concurrence of the Ministry's project CE only
YA: RS Bate “a renee Lee - TO -T oe — Saintes @uliva Engineer Superintending Engineer Nee () wld RWS&S, Division Palasa RWS8S, Circle Srikakulam Wary
t Director National Highways Authority of India P.i.U. VISAKHAPATNAM
If Crossings of the road involved If Yes, it shall be either encased in pipes or BY HDD-METHOD -WITH 1.18 through structure or conduits specially built /ENCASING -PROVIDED for that purpose at the expenses of the agency owning the line
(a) Existing drainage structures shall not be yes allowed to carry the lines.
(b) Is it on a line normal to NH yes
(c) Crossings shall not be too near the existing structures on the National Highway, MORE THAN 15 Mtrs the minimum distance being15 meter. What is the distance from the existing structures
(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 yes cement concrete and have adequate strength and be large enough to permit ready withdrawal of the carrier pipe/cable.
(e) Ends of the Casing/conduit pipe shall be sealed from the outside, so that it does not yes act as a drainage path
(f) The Casing/conduit pipe should, as minimum extend from drain to drainin cuts yes and toe of slope toe of slope in the fills.
(g) The top of the Cassing/conduit pipe should be atleast 1.2meter below the surface Cross Section-Drawing-- of the road subject to being at least 0.3m Enclosed below the drain inverts.
(h) Crossing shall be by boring method (HDD) Specially where the existing road HDD pavement is of cement concrete or dense bituminous concrete type.
(i) The Casing/conduit pipe shall be installed with an even bearing throughout its COMPILED length and in such a maner as to prevent the formation of a waterway along it.
Y Ran Gade \- LGe ~TH-T 5 Exeedlive Engineer fsx &S, Division Palasa . gids Superintending RWSéS, Engine Circle Srikakulan, ANA SAUTE wala) Nak t— Prevéct Director National Highways Authority of India P.i.U. VISAKHAPATNAM Document/ Drawings enclosed with the Proposal Ane Crvssiny
Cross Section showing the size of trench for benckn the [Cp open trenching method (Is its normal size of tha wre] 1.2m deep X 0.3m wide) (i) Bhatt be Should not be greater than 60 Cm wider than ad the outer diameter of the pipe (ii) located as close to the extreme edge of the right-of-way as possible but not less than 15 ph 4 meter from the centre-lines of the nearest sph 4 2.1 Enclosed carriageway (iii) Shall i not be permitted to run along the National we [haa Mond Highways when the road formation is ath Nene situated in double cutting. Nor shall these be laid over the existing culverts and bridges (iv) These should be so laid that their top is at least 0.6meter below the ground levelso as not to obstruct drainage of the road land.
Cross section showing the size of pit and 2.2 Enclosed location of cable for HDD method
Strip Plan / Route Plan Showing Water Supply pipe line, Chainage, width of ROW, 2:3 distance of proposed, cable from the edge of Enclosed ROW, important mile stone, intersections, cross drainage works etc.,
Methodology for laying of showing Water 2.4 Enclosed supply pipe line.
Open trenching method. (May be allowed in utility corridor only where pavement is 2.4.1 neither cement concrete nor dense Enclosed bituminous concrete type. If yes,Methodology of refilling of trench
(a) The trench width should be at least 30cm, but not more than 60cm wider than Will be Complied the outer diameter of the pipe.
(b) For filling of the trench, Bedding shall be to a depth of not less than 30 cm. It shall Consist of granular material, free of lumps,
clods and cobbles and graded to yield a firm india Will be Complied
Of
surface without sudden change in the ¥ bearing value. Unsuitable soil and rock edged should be excavated and replaced by
APATNARy selected material. Director
fect ISAKH
Y, i
Hi WU, 4 Catton Be
Pi tee cn ant Weu —T2T -TL
Superintending we Nationa; Engineer ER yd at va Enolose: RWS6S, Circle Srikakulam "RWS8S, Division P
(C ) The backfill shall be completed in two stages (i) side - fill to the level of the top of Will be Complied the pipe and (ii) overfill to the bottom of the road crust.
(d) The side-fill shall consist of granular Material laid in 15cm layers each consolidated by mechanical tempering and controlled addition of moisture to 95% of the proctor's Density overfill shall be compacted to the same density as the material that had been removed. Will be Complied consolidation by saturation or ponding will not be perimitted. (e) 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 of a dip at the trench
(f) The excavation shall be protected by flagman, signs and barricades, and red lights Will be Complied during night hours.
(g) If required, a diversion shall be constructed at the expense of agency owning Will be Provided,if required the utility line Horizontal Directional Drilling (HDD) 2.4.2 HDD Method
Laying of Water Supply Pipe Line through 2.4.3 Separate Sheet -Enclosed CD Works and Method of laying
(a) On approaches, the gas mains/cables shall be carried along a line as close to the edge of the right-of-way as possible up-to a distance of 30m from the bridge and subject to all other stipulations contained in this Ministry's guidelines issued with letter No. NH-HI/P/66/76 dated 19.11.1976
Draft License Agreement signed by wo Enclosed
|two witness |
Paw be -toT TL aie ee — Sea xeeutiva Engines ” Superintending Engineer A RWS&S, Division Pal lasa RWS8&S, Circle Srikakulam ae ge ee
roject Director Hational Highways Authority of India P.i.U. VISAKHAPATNAM 3.1 3:2 Performance Bank Guarantee in favour of NHAT has to be obtained @Rs50/- per running meter(parallel to NH) and Rs 1,00,000/- per crossing of NH, for a period of one year initially (extendable if required till satisfactory completion of work) as a security for ensuring/making good the Will be provided ,After excavated trench for laying the cables/ducts Approval by proper filling and compaction, clearing debris/loose earth produced due to execution of tenching at least 50m away from the edge of the right of way .No payment shall be payable by the NHAI to the licensee for clearing debris/loose earth
Performance BG as per above is to be 4.1 obtained. After approval.
Confirmation of BG has been obtained as Will be obtained after 4.2 per NHAI guidelines submission of BG.---
Affidavit/ Undertaking from the Applicant for
Not to damage to ther utility, if damaged Enclosed 5.1 then to pay the losses either to NHAI or to the concerned agency
5.2 Renewal of Bank Guarantee Enclosed
Confirming all standard condition of NHAI's Enclosed a3 guidelines
Shifting of water supply pipe line as and Enclosed 5.4 when required by NHAI at their own cost
5.5 Shifting due to 6-laing / widening of NH Enclosed
Indemnity against all damages and clains Enclosed 5.6 clause (xxiv)
Traffic movement during laying os water Enclosed 37 supply pipe line to be managed by the applicant
EE,RWS&S,, DIVISION If any claim is raised by the Concessionaire 5.8 OFFICE, PALASA then the same has to be paid by the applicant
5.9 Prior approval of NHAI shall be before Enclosed
YW Rglowney Qe ToT “NS foject Director nd ity of 0 India National i Highways igh Authority Pvi.U. VISAKHAPATNAM alterations to the showing Water Supply Pipe Line located in the National Highway right-of-ways. Expenditure if any incurred by NHAI for repairing any damage caused to the National EE,RWS&S,, DIVISION 5.10 Highway by the laying. Maintenance, or OFFICE, PALASA shifting of the water supply pipe line will be borne by the agency owning the line If NHAI considers it necessary in future to move the utility line for any work of improvement or repairs to the road, it will be 5.11 carried out as desired by the NHAI at the UNDER TAKING IS cost of the agency owning the utility line ENCLOSED within a reasonable time (not exceeding 60 days) of the intimation given Certificate from the applicant in the following format: (i) Laying of Water supply pipe line will not have any deleterious effects on any of the bridge components and roadway safety for traffic. (ii) 5.12 Enclosed for 6-laing " We do undertake that I will relocate service Road/ approach Road/ utilities at my own cost notwithstanding the permissiongranted within such time as will be stipulated by NHAI" for future six- laning or any other development. Executive Engineer, Who will sign the agreement on behalf of Palasa,RWS&S,Division, Water Supply pipeline agency Srikakulam District. Certificate from the Project Director Certificate for confirming of all standard condition issued vide Ministry Circular No. Ministry Circular No. NH-41 (58)/(68) dated 31.1.1969, Ministry Circular No. NH- III/P/66/76 dated 18/19.11.1976, Ministry Circular No. RW/NH-III/P66/76 dated 11.5.1982, Ministry Circular No. RW/NH- 7.1 11037/1/86-DOI (ii) dated 28.7.1993, Enclosed Ministry Circular No. RW/NH- India 11037/1/86/DOI dated 19.1.1995, Ministry of Circular No. RW/NH-34066/2/95/ S& R dated 25.10.1999 and Ministry Circular No. RW/NH-34066/7/2003 S7R (B) dated Authority Director 17.9.2003 \ I> VISAKHAPATNAM Project Highways ge 4 2 glow GLP P.i.U. Suparintending Enginser ENA GTS \ Vee TL TOT yr RW: tive Encinser National S&S, Circle Srikgkuiam ye Ae wi WS&S, Division Palasa Certificate from PD in the following format (i) " It is certified that any other location of the Water Supply pipe line would be extremelydifficult and unreasonable costly and the installation of Water Supply pipe line withibn ROW will not adversely affect the design, Stability & traffic safety of the higway nor the likely future improvement such as widening of the carriageway, easing 7.2 of curve etc". (ii) for 6- Enclosed lanning (a) where feasibility is available "/ do ceryify 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 accomodation proposed six-laning". If NH section proposed to be taken up by NHAI on BOT basis - a clause is to be inserted in the agreement. "The permitted Highway on which Licensee has been granted the right to lay cable/duct has also been granted as a right if way to the Inserted concessionaire under the concession agreement for up- gradation of [ ------section from Km------to Km------of NH No.----- Build, Opearate and Transfer Basis] and therefore, the licensess shall honour the same." Who will supervise the work of laying of RWS&S,Quality water supply pipe line Control, Vijayawada »AP Who wil ensure that the defects in road Executive Engineer, portion after laying of Water Supply pipe 10 Palasa,RWS&S,Division, line are corrected and if not corrected then Srikakulam District. what action will be taken. | Executive Engineer, nia Who will pay the claims for damages done/ of Palasa,RWS&S,Division, disruption in working of concessionaire if Srikakulam District. asked by the concessionaire? ctor Authority Dire A Certificate from PD that he will enter the YS proposed permission in the register of SAKHAPATNG ject yy records of the permissions in the prescribed P Highwa proforma (copy enclosed). I Pau, 4 2am Be spo aI TT - TE “CE. Natong i ae “Ned oo tay Executive E; Rwsés, Circle Srikakuleant RWS&S, Division F Pala sa No Previous permissions were If any previous approval is accorded for accorded. laying of underground Water Supply Pipe line then Photocopy of register of records of permissions accorded as maintained by PD then copy be enclosed Ae Gow yee 8 oi gi" Exeeutive Engincer inolncne RWSSBS, Division Palage Superintending Engineer RWS&S, Circle Srikake nm Ta 5 wT Project Director oe nut National Highways Authority of India P.i.U. VISAKHAPATNAM Road Crossings through HDD 4. MpijnitnawCe & SERVice By RWSHS From Km. (RHS)toKm. (LHS)Itchchpuram-Srikakulam(ICHCHAPURAM-VIZAG) Section of NH-16 Proposed- . 7 . S.No ; Chainape Location Work Procedure F easible ble Ch Chainage ENCLOSED SHEETS REMARKS 1 487.09 From Right to Left AT VUP-/486.600-487.0 Sheet-A 2 495.203 From Right to Left 495.980 cheers According to your : HORIZONTAL Consultants(M/s.Lion Eng 3 anand From Right to Left 503.980 Sheet-C Consultants/SafeWay Concessions) DISSE HONSL 4 516.723 i remarks,We ’ changed the locations Frou Right ‘€ 1.e8 DRIECING 516.723 Sheet-D of Pipe line Crossing- chainages 5 532.1 From Right ; to Left 531.850 Sheet-E .(Appended its Copies) 6 493.925 From Right to Left 498.025 Sheet Ache Dy. Executiv q\ity ek niet Dy. Beécutive Engineer RWS& Execueve Engineer VS&S,Sub-Division \ Sompet Superintending Engineer NSES, Division Palasa i Palasa (Projects) RWS &S, Circle S rikakulam man our” Man Foundation Precast hole Casing ops Casing sobokiia 75 | 50mm cover Road-Ridge Reception thick |RCC wcuastoo Pipe Bottom,LvI-87,50 Pipe .G.Lvl-91, Pipe 900x90 Dia Top.Lvl-84.50 a Pit PCC Bottom.LvI-83.268 Slab h. G.! Ton Lvl. = Bed | a Vent 100.00 | Pipe L Casing FOR Service-Road ||. (\ pipe 300 , co $ Bottom > SECTION Lvl. UDHAANAM | support rf 96.714 Jpiets = PIPE cosrer IAAAA eS pa at 2000nm Retaining = High support rein] LINE Casing Carrier coma, AA Density "yey" avciding Y-Y carrier EXISISTING A ——— at Wall ( Pipe Pipe venun + LAYING PROJECT MAINTNANCE pipe Retaining Location Sra -1000mm os -1200mm at So roxndoton 2000mm ofthePipe a Wall Spacers TT c/c ACROSS —" VUP TTT max. to casing GrevenSecon = Ground avoiding & ---(FEASIBLE-AT pipe Service 3.00m OF = Our at to Lvl A THE the the Centre CHAINAGE “OF Depth reat Of = Pipe Casing | | Road Road Casing NGL-91.00m From NATIONAL By = Pipe-Inv Line of Pipe RWSKS, Bottom 7.5m Top é SECTION = 486 cies Will - LvI-84.5 Lvl-83.268 ( BENEATH From be HIGH ac /600--487 of SRikakutay]. [Fas Crossed Raft Structure) 'X-x' the WAY-16. Retaining Foundation OF Natural a Wall THE the s a NH-16 Ground STRUCTURE) SHEET.A Service-Road =~ NG 7s Of Lvl. 99.300 = 50mm Fly 75 _ at Level thick a Dia Over.(i.e. Drive Man ma em PCC Pit G.I Depth hole | Vent p of Bed feces pre , cover the Pipe tRtc of LF 900x900 At si BS ab { 4 MAINTNANCE &\SERvice. By KWS£S, Seiedieutam, EXISISTING OF CHAINAGE 495 /203 SHEET.B PIPE LINE LAYING ACROSS THE NATIONAL HIGH WAY-16. (FEASIBLE) FOR UDHAANAM PROJECT Centre Of the Road | Retaining Wall surface L-100,00m Retaining Wall . ; 50mm 50mm Dia G.} Vent Pipe Gravel-Section Dia G.1 Vent Pipe Pp’ Man hole cover 900x900 n hole cover 900x900 Precast|RCC Slab Service-Road Service-Road by we east Rec Stab SS Ground Lvl | NGL-91.00m TCE) | on 2 f 3 5 ai 1 | Foundation fe ___ _| Foundation Sill Lvl 87.5 _Foundation | | Casing Pipe -1200mm Casing Pipe Top Lvl-84.5 | Carrier Pipe -1000mm _———_- os —=— —= a at “pee at = = = = a _ es TL —=— st ay ue Lvl-83.268 seek Casing pipe Bottom Lvl. 96.714 % Casing Pipe-Inv - Lssishos 1 L_3000mm Lt | High Density Polyethylene Spacers to casing pipe to a 75 thick PCC Bed support carrier pipe at 2000mm c/c max. avoiding at 75 thick PCC Bed : joints Cenfre Reception he Rad Drive Pit SECTION ' X-xX<"' Pit Road-Ridge Lvl. 100.00 Retaining Wall gopo Our Pipe Line Will be Crossed the NH-16 ata Depth of N.G.LvI-91.000 3.00m From Bottom of Raft Foundation Of Fly Over.(i.e. At 3500 MQ) Ratt Foundation Foundation Bottom, LvI-87,50 From the Natural Ground Level of the Casing Pipe Top.Lvl-84.50 3q A Depth of 7.5m + Pro, Ce 120mmG MLS i Casing | He, "4 Location + ofthePipe 7 pre tro MS Ctr 16 Structure) Casing Pipe Bottom.LvI-83.268 + seaport High erst cartier | pppa xt 2000mm Spacers cic to max. casing woking pipe al to SECTION 'Y-Y" he ( ST joi Man oe Precast|RCC hole tachg Casing 5 [_sobetum 75 50mm yd = cover . Road-Ridge re Reception thick Pipe Ege 900x901 Dia “a Pit PCC TenstAeD Bottom.Lv-83.268 Slab , G.I Lvi. = | Bed Vent = 100.00 _———— Pipe ipa ; Service-Road 4 sase SECTION gate = a \nupport pe PIPE carla pipe Feunaation = at joints A support 20000rm Retaining Soon High LINE Carrier Casing ce es maxx. 15 = Density 'Y-Y"' = avoiding FEASIBLITY carrier ee at Wall Pipe Pipe eee Polyethylene LAYING —— — pipe Te -1000mm -1200mm x at rn 2000mm Spacers a FOR c/c Bitman ACROSS max. to AT casing Gravdl- 7! UDHAANAM Ground avoiding Surf _ pipe CHAINAGE 3.00m Section = Our __._| at to Lvl A THE the ihe Centre Cenire Depth mit Of Pipe | Road I Casing Foundation NGL-91.00m Casing usd From NATIONAL = PROJECT Line of 503 Pipe-Inv Pipe Bottom 7.5m sill Top SE SECTION Lv Will /980 - Lvl-84.5 Lvl-83.268 87.5 From be HIGH a of Crossed Raft Structure) | the — X-x°" san WAY-‘16. Foundation Retaining ny Foundation Natural a ps _t Wall the | SHEET.C NH-16 Ground Service-Road aE Of 50mm Fly 75 ata Level thick Dia Over.(i.e. Drive we PCC Pit G.I Depth n hole ; | Vent of Precast Bed = = cover the Pipe p MM of ROC i At 900x900 Slab | 2 Man Foundation Precast|RCC hole Casing 3 Casing 75 50mm se cover Road-Ridge Reception thick Pipe Bottom. Pipe or 900x90! Dia at Pit PCC Bottom.Lvl-83.268 Slab Top.Lvl-84.50 G.I Lvi-87,50 Lvl. - Bed I Ni Vent 100.00 = --— ‘Casing Pipe Service-Road pipe ago —-— ~~ 4 Bottom Lvl. -—-— ~~ oat segs support 96.714 PIPE carro cay —--—-—--—---"- “1 tle pipe Et =X aacea 2000™m Retaining eee ne High “Foundation LINE Casing Carrier eke max, ecioen Density = avoiding carrier FEASIBLITY oon at Wall Pipe Pipe Polyethyléne LAYING pipe = -1000mm -1200mm at | 2000mm Spacers — ------ ———~*~ FOR c/c ACROSS max. to AT casing Gravel-Section a UDHAANAM Ground avoiding pipe CHAINAGE 3.00m -_ Our er at to Lv) A THE the Centre Depth ination : Pipe | | Casing a Road NGL-91.00m Casing From NATIONAL ie PROJECT Pipe-Inv Line of 516 Pipe Bottom St 7.5m Top Li SECTION a /#23 Will - LvI-84.5 LvI-83.268 87.5 From be HIGH = of «|= Crossed Raft Pa Structure) | the — X-X' CPoundation” et WAY-16. —-- Retaining Foundation Natural —--— 1s Wall the —H = [OT NH-16 Ground a SHEET.D Service-Road TLCS Of § 50mm Fly 75 . ata = Level thick Dia Over.(i.e. Drive 4 Man =. PCC Pit G.| Depth hole | 7 Vent {____ of Precast Bed 3000 cover the Pipe mm of REC Ly At 900x900 Slab fs FEASIBLITY AT CHAINAGE 531 /850 SHEET.E PIPE LINE LAYING ACROSS THE NATIONAL HIGH WAY-16. FOR UDHAANAM PROJECT Centre Of the Road | Retaining Wall gitman H Retaining Wall 50mm Dia G.| Vent Pipe Gravel-Section 50mm Dia G.I Vent Pipe Man hole cover 900x90 in hole cover 900x900 Precast|RCC Slab Service-Road Service-Road Lvl. 99.300 by ee east C Slab = — —__—_ x x __Ground Lvl NGL-91.00m NG 5 CT. TO Ssunmnon Foundation Sill Lvl- 87.5 NS ee Ss ei Se ey eed a it a k aT Casing Pipe -1200mm Casing Pipe Top LvI-84.5 | - Carrier Pipe -1000mm et es a — 3 a a — = 7a mar = a = ae ot = a =) salalaa Casing pipe Bottom Lvl. 96,714 \ Casing Pipe-Inv - Lvl-83.268 ipo L l 3000 MM_ | High Density Polyethyléne Spacers to casing pipe to x 75 thick PCC Bed a carrier pipe at 2000mm c/c max. avoiding at Cenire 75 thick PCC Bed Reception the Baad Drive Pit aie SECTION | X-x!' Pit Road-Ridge Lvl. 100.00 Our Pipe Line Will be Crossed the NH-16 ata Depth of SO oe 3.00m From Bottom of Raft Foundation Of Fly Over.(i.e. At Foundation Bottom. LvI-87,50 » Gana Fs Ta Weed =p A Depth of 7.5m From the Natural Ground Level of the Casing Pipe Bottom.LvI-83.268 t to omy fi pce nan Structure) SECTION (Y-¥. rdle Si Poy (now Man Foundation A eer a hole Casing Casing te 75 50mm see cover Road-Ridge thick Reception Pipe Pipe wGLvot.000 Bottom ‘CC ; 900x900 Dia - ; PCC Bottom.LvI-83,268 Top.Lvi-84.50 Slab Pit “Th Lvl-87_50 G.| Lvl. Bee Vent 100.00 [senor | oe er Pipe 7 ago fou ee ees eee PIPELINELAYINGACROSSTHENATIONALHIGHWAY—16.(FEASIBLE) ee = Retaining High coe Casing Carrier OM oa Density a 7 EXISISTING carrier Pipe P Wall Pipe : Polyethylene = pipe Location me “120mm ~y n -1000mm at 2000mm ofthePipe FOR Spacers c/c OT max. to UDHAANAM OFCHAINAGE casing Giava-Sacion an Ground avoiding Surta! HTHHttTEL pipe 3.00m A Our at to Lvl Depth the Cenfre the Centre ° 41 Road of wo Pipe Road Casing Casing Foundation From = 100.00m PROJECT of Line 493/925 Pipe-Inv Pipe 7.5m Bottom Sill Top a Lvl- Will LvI-84.5 Lvl-83 87.5 From -run_'x-x be = of 268 Raft Crossed Stru r Fy the a Retaining Foundation cture) Foundation Natural ! a Wall =F the SHEET.F | NH-16 Ground Service-Road AG Of Lal ©9300 50mm Fly = 75 ~ at thick Level Over-.(i-e. Dia Drive a we Mbn PCC Pit G.I Depth TT... _° H hole Vent Bed te of cover Pipe the REC of At 900x900 = i, Slab S | “LL~ “eB ww ’e~ up ipndnper 009 fe & = 3 e1q ww wosol=7 wieIMAeMLS apg spguioug 902 e IG SLED oy 5 buipusd up opt eGnandedyeug 2PHD ww eS? oo¢ Y c. 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