ROADS & BUILDINGS DEPARTMENT From : To Sri M.Venugopala Rao The Chief Engineer, (R&B), M.Tech. M.D., APRDC Superintending Engineer (R&B) Errummunzil, Seethammadhara, Andhra Pradesh, Visakhapatnam – 530 013, Hyderabad. e-mail : [email protected] Fax : 0891-2553265 Lr.No.3042/AP second Highway Report/2005, dated: 10 -12-2005. Sir, Sub:- A. P. Second Highway Project-Justification for qualifying the roads- Particulars submitted-Reg. Ref:- 1. Circular Memo.No.AP SM.II/RR/GM.I/2002 dt.29.11.2005 of Chief Engineer(R&B) & M.D.,APRDC, Hyderabad ### I submit herewith the particulars in the prescribed Proforma (a) to (k) of roads identified under Ist phase of A.P. Second High way Project pertaining to (R&B) circles (i) Visakhapatnam (ii) Vizianagaram (iii) Srikakulam for favour of taking further necessary action. Yours faithfully Sd/- Superintending Engineer(R&B) Visakhapatnam Encl: Project Report for For six roads along With maps and combined map INDEX S.No Name of the Road Page No. 1 Narsipatnam-Sabbavaram-Kottavalasa- 1 to 6 Vizianagaram-Palakonda-Haddubangi 2 Polavaram-Narsipatnam-Tallapalem 7 to 9 3 Calingapatnam-Parlakhemudi 10 to 11 4 Nrsipatnam-Devipatnam 12 to 13 5 Anakapalli-Anandapuram 14 to 15 6 Kakinada - Polamanipeta,Venkatanagaram- 16 to 19 Pentakota-Pudimadaka-Atchutapuram- Gajuwaka-Visakhapatnam(Item 7 of C E.Circular dt.24.11.05) 7 Combined Map 20 1) NARSIPATNAM- SABBAVARAM- KOTHAVALASA - VIZIANGARAM- PALAKONDA-HADDUBANGI ROAD A.P. SECOND HIGHWAY PROJECT - PARTICULARS ON ROADS Pavement Traffic values Constraints Classifica- Land Pavement Road Sections Distances from Major river and in terms of S. regarding tion of Homogeneous part of road/ acquisition roughness sections Name of the Road requiring four NH or improved crossings/ ROBs/ shoulder Commercial No. Forest road connectivity problems if value in due to poor laning APSHP RUBs condition vehicles per Land MDR/SH any mm/km subgrade surveys day a b c d e f g h I j k 1 2 3 4 5 6 7 8 9 10 11 12 13 1)Narsipatnam- NH5 Sabbavaram- NIL KM110/5 to SH 38 km757/8is Sarpa Plain terrain NIL fair 4300=23km's 1618 Nil Kottavalasa- 108/0 of BN at distance LWW 60M Traffic=7000MT/day 7200=15.50km's No's Vizianagaram- Road of 30km's atkm104 of Width in M Palakonda- (Narsipatnam from Narsi- BN road km0/0to0/500=5.50 Haddubangi Road village) patnam i.e km110/0to109/0=10.00 I Bheemunipatnam km110/5of km109/0to108/0=5.50 Narsipatnam km83/500to BN road . km108/0to107/0=10.00 -Road from 82/0ofBN road km107/0to90/0=5.50 KM110/5toKM72/0 (Ravikamat NH5 km90/0to88/0=3.66 (Project chainage -am village) km745/0 km88/0to86/0=5.50 KM 0/0to38/500) km72/800to is at a Pedderu km86/0to83/2=3.66 72/0of BN road distance LWW 80M km83/2to82/0=10.00 (Waddadi of 26 atkm72/4 km82/0to80/0=5.50 village) km's from of BN road km80/0to79/0=3.66 Waddadi km79/0to73/2=5.50 I.ekm72/0 km73/2to72/450=7.00 of BN road km72/450to72/355=5.50 km72/355to72/0=10.00 II Bheemunipatnam NIL km66/0to SH 38 NH km 745/0 Plain terrain NIL fair 4300=15km's 2630 Nil Narsipatnam 63/0of is at a Sarada Traffic=8000MT/day 7200=7km's No's -Road from km BN road distance LWW 120M Carriage way km72/0to50/0 (Chodavaram of 12 atkm60/10 Width in M (Project chainage Village) km's from of BN road km72/0to64/600=7.00 km38/500to60/500) km60/6to Venkanna km64/600to63/4=15.00 58/0of BN road palem km63/4to61/0=5.50 (Govada village) I.ekm 58/2 km61/0to59/6=10.00 of BN road km59/6to58/650=5.50 km58/650to58/395=15.00 km58/395to57/600=5.50 km57/6to50/0=7.00 III Bheemunipatnam NH km 745/0 Plain terrain Narsipatnam NIL Nil SH38 is at a NIL Traffic=71535 MT/day fair 4300=11.20km's Nil -Road from km distance Carriage way NIL 4500 km50/0to38/8 of 17km's Width in M (Project chainage from Sabba- km50/0to38/8=7.00 km60/500to71/700) varam i.e km58/2of BN road Pavement Traffic values Constraints Classifica- Land Pavement Road Sections Distances from Major river and in terms of S. regarding tion of Homogeneous part of road/ acquisition roughness sections Name of the Road requiring four NH or improved crossings/ ROBs/ shoulder Commercial No. Forest road connectivity problems if value in due to poor laning APSHP RUBs condition vehicles per Land MDR/SH any mm/km subgrade surveys day a b c d e f g h I j k 1 2 3 4 5 6 7 8 9 10 11 12 13 IV Sabbavaram to Kotthavalasa Road NIL Nil MDR NH is at RLC in Plain terrain NIL fair 7200=12.40km's km 0/0to12/400 distance km84/0to100 Traffic=5000M T/day 1500 Nil (Project chainage of 18 LC No 482 Carriage way km71/700to84/150) km's from RLY km Width in M km71 852/19-21 km0/0to12/400=3.75 Project TVU>110000 Chainage Interuption app.10hours/day V Vizianagaram- NIL (a) 32/8 to 31/0; MDR 20 kms from (a)Railway crossing Plain terrain : Required km.4/4 to a)4KM - 2900 2079 K M . 26 / 3 t o Kothavalasa road MDR & SH NH.5 from is at km.23/8-10 (in Traffic: 24623 T/Day land 12/8 - Fair b)6KM-4300 32/8 km.32/8 to 4/4. j o i n ing p o in t a t Rajapulova. km.93.15) Km.4/4 to 8/2 - 7.0M; 8/2 acquisition (104.15 to c)10KM-7200 (84.15 to Project km.84.15 + Kothavalasa Kantakapalli gate to 8/8 - 10Mt; 8/8 in Builtup 112.55); 90.65) 28.4 = 112.55kms) village limits LC No: 475 to 11/4 - 7.0Mt; area at 12/8 to 26/3 - Heavy Iron (km.84.15 to Railway KM 843/3- 11/4 to 11/885 - 10.0Mt; K o t h avalas Fair (90.65 ore 85.95) (b)12/0 5 TVU> 100000 11/885 to 12/8 - 7.0Mt; a , t o 104 .15) transportati to 8/0 interuption app. 10 12/8 to 31/0 - 5.50Mt; B heemasin 26/3 to 32/8 - on trucks Bheemasingi hours needs ROB. 31/0 to 32/8 - 10Mt; gi & Poor (84.15 having 45 Sugar Factory (b)Alamanda gedda 31/339 to 31/565 - CC road; K o r u k o nd a t o 90 . 65) to 50 MT area, B.S.road at km.18/6 (88.35) 31/895 to 32/095 -CC road. villages. ply on this and Lakkidam and narrow section of road junction (c) Intermediate lane Roads km.7/0 to 6/0 old and weak throughout (109.95 to bridge and needs day. 110.95) Sainik reconstruction. School Bus Bay (c)Rail crossing at required at km.10/6-8 (106.35) Korukonda. Bheemasingi gate LC No: 96 Rly KM 831/13-15 TVU > 100000 interuption approx 10 hours needs ROB (d)km.10/4 (Gostani River) (106.55) bridge Pavement Traffic values Constraints Classifica- Land Pavement Road Sections Distances from Major river and in terms of S. regarding tion of Homogeneous part of road/ acquisition roughness sections Name of the Road requiring four NH or improved crossings/ ROBs/ shoulder Commercial No. Forest road connectivity problems if value in due to poor laning APSHP RUBs condition vehicles per Land MDR/SH any mm/km subgrade surveys day a b c d e f g h I j k 1 2 3 4 5 6 7 8 9 10 11 12 13 VIVizianagaram- NIL 4/4 to 0/0 M DR Originates from NIL Plain terrain Required Poor 3/0 4 - 3,000 1250 3/0 to 4/4 Padmanabham road (112.55 to NH43 at Traffic:6709T/Day l a nd to 4/4 (km.112.5 km.4/4 to 0/0. 116.95) km.549/2 of 0/0 to 4/4 - 7Mt. a c qu isition (km.112.55 5 to Project km.112.55 + Raipur- (112.55 to 116.95) in wet to 113.95) 113.95) 4.4 = 116.950) Visakhapatnam lands. road in Vizianagaram town limits. VIIkm.549/2 to 546/6 of ..N.H. OVER LAP ALREADY IMPROVED FOR FOUR LANES… NH.43 (Raipur- Visakhapatnam road) Project 116.950 + 2.70 = 119.650 VIIIRajiv statue to km.2/6 NIL 1/4 to 5/948 M DR Originates from NIL Plain terrain : Required Poor 11 - 7900 1504 3/0 to 4/0 of Vizianagaram- (121.05 to NH43 at Traffic 22773T/Day l a nd 3/0 to 4/0 (km.122.6 Palakonda road junction 125.598) in km.546/5 of 0/0 to 1/4 - 14 Mt. acquisition (122.65 to 5 to (via) Balajee theatre Vizianagaram Raipur- (119.650 to 120.4 ) in 123.65) 123.65) junction km.0/0 to town limits (Ring Visakhapatnam & 1/4 to 5/948 - 7.0Mt. Vizianagara 5/948. road) road in (120.40 to 124.948) m town Project: 119.650 + Vizianagaram limits. 5.948 = 125.598. town limits. Pavement Traffic values Constraints Classifica- Land Pavement Road Sections Distances from Major river and in terms of S. regarding tion of Homogeneous part of road/ acquisition roughness sections Name of the Road requiring four NH or improved crossings/ ROBs/ shoulder Commercial No.