0 0 1111012541291Noteonproj

Project Title: Forest Diversion Proposal of “Rehabilitation and Up-gradation of Ratnagiri Kolhapur Section of NH-166 from existing km 31/000 (Pali) to km 76/600 (Amba) [Design km.31.000 to km. 73.430] to Four lane with paved shoulders & improvement to existing Amba Ghat section from km 71/500 to km 76/600 in the state of Maharashtra on Engineering, Procurement & Construction (EPC) Basis Contract”

The maximum length of the Project Road passes through hilly terrain and at few places passes through plain and rolling terrain. At very few places exposed hard strata is found and maximum length passes through Murrum strata.

In most of the length One-side valley and other side hill are located. Amba Ghat between Km. 62.00 & Km. 74.00 is major hilly portion having acute curves / hair pin bends & steep ascend & descent for improvement requiring major realignments & in part length from km 70 to 74 Tunnel is necessary for development, other Ghat portions are Dabhole between km 46 to km 56 & Panhala km 119 to km 123. Entire road is in half cutting & half banking and cut material is utilized on valley side for getting formation.

3. Homogenous Section The 126.085 km long project road is divided into four homogeneous sections [HS]. The start & end km, length of HS in each is shown below Table 1.1.

Table 1.1 : Homogenous Section Section Sr. Existing Length Homogenous From Remark No. To (km.) (km) Section (km.) Ratnagiri to 1 0/000 19/800 19.800 HS 1 Hatkhamba 2 31/000 74/000 43.000 HS 2 Pali to Amba 3 74/000 124/000 50.000 HS 3 Amba to Panhala 4 124/000 137/285 13.285 HS 4 Panhala to Kolhapur Total (Km.) 126.085

4. Draft Detailed Project Report For Draft Detailed Project Report preparation the Project road is divided in following sections: 1. Section I: km 0/000 to km 19/800 – Mirya to Hathkhamba Junction, Length = 19.800 km 2. Section II: km 31/000 to km 76/600 – Pali to Amba including improvement of existing Amba Ghat from km 71/500 to km 76/600, Length = 45.600 + 5.100 = 50.700 km

3. Section III: km 76/600 to km 137/285 – Amba to Kolhapur including New Kolhapur Bypass upto Miraj Solapur NH-204, Length = 60.685 + 9.000 = 69.685 km

This report deals with Section II from km 31/000 to km 76/600 – Pali to Amba including improvement of existing Amba Ghat from km 71/500 to km 76/600, Length = 45.600 + 5.100 = 50.700 km

5. Improvement Scheme The improvement proposal consist of improvement to existing carriageway by strengthening/widening (concentric & eccentric)/reconstruction/new construction to two/four lane with paved shoulders. The improvement proposal includes improvement to geometrically deficient curves and grades to meet the geometrical standards by realignments, New Bypasses to conjusted towns/villages. New construction of Tunnel, New construction of grade separated structures Flyovers, VUP, PUP & service roads etc. All submersible minor and major bridges are proposed for reconstruction / widening / new construction as per standards of MoRTH. It is also proposed to reconstruction / widened / new constructed the Hume Pipe Culverts / Slab drains to meet the National Highway standards.

The improvement scheme relates to km 31/000 (Pali) to km 76/600 (Amba)

The existing length of project road section is 45.600 km & design length is 42.430km & improvement to existing Amba Ghat section from km 71/500 to km 76/600 is also included in the project road development. Total Lengt : 42.430 + 5.100 = 47.530 km.

Table 1.2 : Total Length of project road.

Sr. Section Existing Proposed Length (Design) (km) No. Length From To Bypass Realignment Eccentric Concentric Total (km) (km) (km) Length (km) Length (km) Widening Widening Length (km) (km) (km) LHS RHS

1 31+000 76+600 45.600 1.700 26.030 4.700 3.200 6.800 42.430 2 71+500 76+600 5.100

Total (Km.) 45.600 1.700 26.030 4.700 3.200 6.800 47.530

1. Scope of Work Table 1.3 :Physical Scope Sr. Silent Features Scope for Proposed Improvement No. 1) Existing Length 45.60 km (km 31/000 to km 76/600) 2) Design Length 42.43 km (km 31.000 to km 73.430) 3) Total Length 42.43 + 5.10 = 47.53Km. (Four Lane carriageway with 2 x 1.5m Paved shoulders with or without Service Road and drain with Footpathin built-up sections and Strengthening of Existing Amba Ghat section from km 71/500 to 76/600) 4) 4 Lane Road 42.430 Km 5) 2 Lane Road 5.100 Km 6) Service/Slip Road 21.10 Km (Linear Length) 7) Bypass 1 No (Dabhole Bypass, Length = 1.700 km 8) Realignment 26.03 Km (4 Lane 26.03 km) 9) Drainage 18.982 Km (Linear) for 1.50m wide drain RCC drain with Footpath and 20.266 Km (Linear) wide open drain at Ghat portion. 10) Intersection 25 Nos. (01 No. Major & 24 No. Minor) 11) Strengthening 5.10 Km 12) Reconstruction 42.43 Km 13) Raising 5.40 Km 14) New Construction 63.30 Km Crust Design Main Carriageway Service/Slip Road PQC 300 mm BC 40 mm DLC 150 mm DBM 60 mm GSB 200 mm WMM 250mm Total 650mm GSB 200 mm Total 550mm 15) Structure -

i) Major New Construction - 01 No. Bridges Under Construction- NIL Widening - NIL Retained/Repair - NIL ii) Minor New Construction– 10 Nos. Bridges Reconstruction- 03 Nos. Retained/Repair - NIL Widening NIL

Sr. Silent Features Scope for Proposed Improvement No. iii) Slab / Box New Construction – 11Nos. Culverts Reconstruction- 09 Nos. Retained/Repair - NIL Widening - NIL Dismantle- 02 Nos. iv) H.P. Culvert New Construction – 37 Nos. Reconstruction- 132 Nos. Retained/Repair – Nil. Widening – NIL At Junction – 30 Nos. v) Flyovers New Construction - 01 No. vi) VUP New Construction - 06 No. vii) PUP New Construction - 08 No. viii) ROB / RUB Retained - NIL ix) Tunnel New Construction - 4 Nos Km 67/200 to km 67/500 0.300 km km 67/600 to km 67/700 0.100 km km 68/500 to km 68/650 0.150 km km 69/500 to km 71/200 1.700 km Km 67/200 to km 67/500 0.300 km x) Viaduct 01 No. @ km 49/150 16) Toll Plaza 1 Nos km 55/600 17) Truck Lay bay 1 Nos km 55/000 18) Bus Bay/ Bus Shelter 22 nos. Bus shelter 19) Utility Service Pipe 63.0 nos. (Utility pipe in C.C. Pipe – 600mm @ 500.00m c/c for rural & @ 200.00m c/c for urban length of project road across road width) alongwith 15.567 km Utility Duct of 600mm dia. 20) Over Head Portal 4 No. (Overhead Sign gantry) 17 No. (cantilever Sign gantry) 21) Metal Beam Crash Barrier 7.840 Km 22) Steel Railing 11.792 Km (Linear) 23) Road Furniture 47.530 Km. 24) Traffic signage for road safety 47.530 Km. 25) Breast Wall Stone Masonary 4.400 km 26) Protection Wall Stone Masonary 2.300 km 27) Retaining Wall RCC 10m Height 1.150 km 5m Height 1.950 km

Sr. Silent Features Scope for Proposed Improvement No. 28) Shifting of Electric/Telephone Poles, As per requirement Water Pipeline 29) Horticulture Work related to the greening of National Highway (1 % of Civil cost) 30) Street Lighting Street Lighting at Four lane & Flyover section and High mast light at Major Junction Locations 31) Gas Pipe Line Protection At km 59/800 and as per Requirement 32) Additional Land Acquisition 171.938 Hect 33) Rest Area 1 No near Nanij

The detailed Scope of improvement of project road section is given as under

The widening scheme is shown in Table 1.4 beolw Table 1.4 : Widening Scheme

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain Cocentric Widening & 1 31.000 31.500 0.50 Reconstruction to 4- Pali Fig :5(a) 45 0.50 0.50 Lane with Service Road Realignment to 4-Lane 2 31.500 32.000 0.50 Pali Fig :5(c) 45 0.50 0.50 with Service Road Cocentric Widening & 3 32.000 32.300 0.30 Reconstruction to 4- Pali Fig :5(a) 45 0.30 0.30 Lane with Service Road LHS Ecentric Widening & Reconstruction to 4- 4 32.300 32.500 0.20 -- Fig :1(b) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 5 32.500 33.300 0.80 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder RHS Ecentric Widening & Reconstruction to 4- 6 33.300 33.800 0.50 -- Fig :1(c) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 7 33.800 34.300 0.50 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder Construction to 4-Lane with paved shoulder 8 34.300 34.600 0.30 -- Fig :9 52 0.30 0.00 with Vehicular Underpass Realignment to 4-Lane 9 34.600 34.900 0.30 -- Fig :10 34 0.00 0.00 with Paved shoulder RHS Ecentric Widening 10 34.900 35.000 0.10 & Reconstruction to 4- -- Fig :6(c) 55 0.10 0.10 Lane with Service Road Construction to Flyover 11 35.000 35.600 0.60 -- Fig :8 55 0.60 0.60 with Service Road LHS Ecentric Widening Fig 12 35.600 35.800 0.20 & Reconstruction to 4- -- 55 0.20 0.20 :6(b) Lane with Service Road Cocentric Widening & 13 35.800 36.100 0.30 Reconstruction to 4- -- Fig :6(a) 55 0.30 0.30 Lane with Service Road Realignment to 4-Lane Fig 14 36.100 36.700 0.60 -- 55 0.60 0.60 with Service Road :6(d) Construction to 4-Lane 15 36.700 37.400 0.70 with paved shoulder -- Fig :8 55 0.70 0.70 with Vehicular

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain Underpass Realignment to 4-Lane Fig 16 37.400 37.500 0.10 -- 55 0.10 0.10 with Service Road :6(d) Cocentric Widening & 17 37.500 37.600 0.10 Reconstruction to 4- -- Fig :6(a) 55 0.10 0.10 Lane with Service Road LHS Ecentric Widening Fig 18 37.600 37.800 0.20 & Reconstruction to 4- -- 55 0.20 0.20 :6(b) Lane with Service Road Realignment to 4-Lane Fig 19 37.800 38.100 0.30 -- 55 0.30 0.30 with Service Road :6(d) Concentric Widening & Reconstruction to 4- 20 38.100 38.200 0.10 -- Fig :1(a) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 21 38.200 38.400 0.20 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder Concentric Widening & Reconstruction to 4- 22 38.400 38.600 0.20 -- Fig :1(a) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 23 38.600 39.200 0.60 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder Concentric Widening & Reconstruction to 4- 24 39.200 39.300 0.10 -- Fig :1(a) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 25 39.300 40.000 0.70 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder LHS Ecentric Widening & Reconstruction to 4- 26 40.000 40.300 0.30 -- Fig :1(b) 26 0.00 0.00 Lane with Paved shoulder Concentric Widening & Reconstruction to 4- 27 40.300 40.400 0.10 -- Fig :1(a) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 28 40.400 41.400 1.00 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder Construction to 4-Lane with paved shoulder 29 41.400 42.100 0.70 -- Fig :8 55 0.70 0.70 with Vehicular Underpass Realignment to 4-Lane 30 42.100 43.000 0.90 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain LHS Ecentric Widening Fig 31 43.000 43.300 0.30 & Reconstruction to 4- Devele 45 0.30 0.30 :5(b) Lane with Service Road Realignment to 4-Lane 32 43.300 43.900 0.60 Devele Fig :5(c) 45 0.60 0.60 with Service Road RHS Ecentric Widening & Reconstruction to 4- 33 43.900 44.000 0.10 -- Fig :1(c) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 34 44.000 44.500 0.50 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder LHS Ecentric Widening & Reconstruction to 4- 35 44.500 44.600 0.10 -- Fig :1(b) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 36 44.600 44.900 0.30 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder LHS Ecentric Widening & Reconstruction to 4- 37 44.900 45.100 0.20 -- Fig :1(b) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane Fig 38 45.100 45.400 0.30 with Paved shoulder in Dabhole ghat 21.5 0.00 0.00 :4(d) Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 39 45.400 45.600 0.20 Lane with Paved Dabhole ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Realignment to 4-Lane Fig 40 45.600 46.700 1.10 with Paved shoulder in Dabhole ghat 21.5 0.00 0.00 :4(d) Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 41 46.700 46.800 0.10 Lane with Paved Dabhole ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion RHS Ecentric Widening & Reconstruction to 4- 42 46.800 46.900 0.10 Lane with Paved Dabhole ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 43 46.900 47.300 0.40 Dabhole ghat 21.5 0.00 0.00 with Paved shoulder in :4(d)

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 44 47.300 47.400 0.10 Lane with Paved Dabhole ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Cocntric Widening & Reconstruction to 4- 45 47.400 47.500 0.10 Lane with Paved Dabhole ghat Fig :4(a) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 46 47.500 48.000 0.50 with Paved shoulder in Dabhole ghat 21.5 0.00 0.00 :4(d) Ghat Portion Cocntric Widening & Reconstruction to 4- 47 48.000 48.100 0.10 Lane with Paved Dabhole ghat Fig :4(a) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 48 48.100 48.600 0.50 with Paved shoulder in Dabhole ghat 21.5 0.00 0.00 :4(d) Ghat Portion Concentric Widening & Reconstruction to 4- 49 48.600 48.600 0.00 -- Fig :1(a) 26 0.00 0.00 Lane with Paved shoulder Construction to 4-Lane with paved shoulder Dabhole 50 48.600 49.050 0.45 Fig :9 52 0.45 0.00 with Vehicular Bypass Underpass New construction of 4- Dabhole 51 49.050 50.300 1.25 Lane with paved Fig :3 26 0.00 0.00 Bypass shoulder Realignment to 4-Lane 52 50.300 51.000 0.70 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder RHS Ecentric Widening & Reconstruction to 4- 53 51.000 51.200 0.20 -- Fig :1(c) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 54 51.200 51.500 0.30 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder Concentric Widening & Reconstruction to 4- 55 51.500 51.600 0.10 -- Fig :1(a) 26 0.00 0.00 Lane with Paved shoulder

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain Realignment to 4-Lane 56 51.600 51.900 0.30 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder RHS Ecentric Widening & Reconstruction to 4- 57 51.900 52.100 0.20 -- Fig :1(c) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane with Paved shoulder 58 52.100 53.100 1.00 -- Fig :2(c) 26 0.00 0.00 and raising of Embankment LHS Ecentric widening to 4-Lane with Paved Fig 59 53.100 53.400 0.30 -- 26 0.00 0.00 shoulder and raising of :2(b) Embankment Realignment to 4-Lane with Paved shoulder 60 53.400 53.600 0.20 -- Fig :2(c) 26 0.00 0.00 and raising of Embankment Cocentric widening to 4-Lane with Paved 61 53.600 53.700 0.10 -- Fig :2(a) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4-Lane with Paved shoulder 62 53.700 53.900 0.20 -- Fig :2(c) 26 0.00 0.00 and raising of Embankment Cocentric widening to 4-Lane with Paved 63 53.900 54.100 0.20 -- Fig :2(a) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4-Lane 64 54.100 54.500 0.40 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder RHS Ecentric Widening & Reconstruction to 4- 65 54.500 54.600 0.10 -- Fig :1(c) 26 0.00 0.00 Lane with Paved shoulder Realignment to 4-Lane 66 54.600 54.900 0.30 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder Cocentric Widening & 67 54.900 55.000 0.10 Reconstruction to 4- -- Fig :6(a) 55 0.10 0.10 Lane with Service Road Construction to 4-Lane with paved shoulder 68 55.000 55.800 0.80 Fig :8 55 0.80 0.80 with Vehicular Underpass Realignment to 4-Lane 69 55.800 56.200 0.40 -- Fig :6(e) 55 0.40 0.40 with Service Road with

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain raising of Embankment LHS Ecentric widening to 4-Lane with Service Fig 70 56.200 57.200 1.00 Skharpa 45 1.00 1.00 Road and raising of :5(d) Embankment Realignment to 4-Lane 71 57.200 57.700 0.50 with Service Road and Skharpa Fig :5(e) 45 0.50 0.50 raising of Embankment Construction to 4-Lane with paved shoulder 72 57.700 58.500 0.80 Skharpa Fig :7 45 0.80 0.80 with Vehicular Underpass LHS Ecentric widening to 4-Lane with Service Fig 73 58.500 58.600 0.10 Skharpa 45 0.10 0.10 Road and raising of :5(d) Embankment Realignment to 4-Lane with Paved shoulder 74 58.600 59.100 0.50 -- Fig :2(c) 26 0.00 0.00 and raising of Embankment Cocentric widening to 4-Lane with Paved 75 59.100 59.300 0.20 -- Fig :2(a) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4-Lane with Paved shoulder 76 59.300 60.600 1.30 -- Fig :2(c) 26 0.00 0.00 and raising of Embankment Realignment to 4-Lane Fig 77 60.600 60.900 0.30 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 78 60.900 61.200 0.30 Lane with Paved Amba Ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Realignment to 4-Lane Fig 79 61.200 61.500 0.30 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 80 61.500 62.100 0.60 Lane with Paved Amba Ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Realignment to 4-Lane Fig 81 62.100 62.800 0.70 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain LHS Ecentric Widening & Reconstruction to 4- Fig 82 62.800 62.900 0.10 Lane with Paved Amba Ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Realignment to 4-Lane Fig 83 62.900 63.800 0.90 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 84 63.800 63.900 0.10 Lane with Paved Amba Ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Realignment to 4-Lane Fig 85 63.900 64.000 0.10 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion LHS Ecentric Widening & Reconstruction to 4- Fig 86 64.000 64.300 0.30 Lane with Paved Amba Ghat 21.5 0.00 0.00 :4(b) shoulder in Ghat Portion Realignment to 4-Lane Fig 87 64.300 65.400 1.10 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion RHS Ecentric Widening & Reconstruction to 4- 88 65.400 66.000 0.60 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 89 66.000 66.300 0.30 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion RHS Ecentric Widening & Reconstruction to 4- 90 66.300 66.500 0.20 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 91 66.500 67.200 0.70 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion 92 67.200 67.500 0.30 Construction of Tunnel Amba Ghat Fig: 11 55.6 0.00 0.00 RHS Ecentric Widening & Reconstruction to 4- 93 67.500 67.600 0.10 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion 94 67.600 67.700 0.10 Construction of Tunnel Amba Ghat Fig: 11 55.6 0.00 0.00

Chainage Total Village/ Road RCC Sr. Service Length Road Crossection Remark (if Fig. way Covered No. From To Road (Km) any) (m) Drain RHS Ecentric Widening & Reconstruction to 4- 95 67.700 68.100 0.40 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Cocntric Widening & Reconstruction to 4- 96 68.100 68.400 0.30 Lane with Paved Amba Ghat Fig :4(a) 21.5 0.00 0.00 shoulder in Ghat Portion RHS Ecentric Widening & Reconstruction to 4- 97 68.400 68.500 0.10 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion 98 68.500 68.650 0.15 Construction of Tunnel Amba Ghat Fig: 11 55.6 0.00 0.00 RHS Ecentric Widening & Reconstruction to 4- 99 68.650 68.750 0.10 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 100 68.750 68.900 0.15 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion RHS Ecentric Widening & Reconstruction to 4- 101 68.900 69.000 0.10 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 4-Lane Fig 102 69.000 69.200 0.20 with Paved shoulder in Amba Ghat 21.5 0.00 0.00 :4(d) Ghat Portion RHS Ecentric Widening & Reconstruction to 4- 103 69.200 69.500 0.30 Lane with Paved Amba Ghat Fig :4(c) 21.5 0.00 0.00 shoulder in Ghat Portion Realignment to 104 69.500 71.200 1.70 Construction of Road Amba Ghat Fig: 11 55.6 0.00 0.00 tunnel Realignment to 4-Lane 105 71.200 73.430 2.23 -- Fig :1(d) 26 0.00 0.00 with Paved shoulder T otal = 42.43 10.55 9.80 Total Length = 42.43 2 1.10 19.60

SUMMARY OF WIDENING SCHEME

Median RCC CC Length Road way Service S.N. Type of cross section Type- covered Open (Km) (m) Road (Km) Type-I II Drain Drain 1 0.60 26 Concentric Widening & 0.00 1.20 0.00 0.00 0.00 Reconstruction to 4-Lane with Paved shoulder 2 0.80 26 LHS Ecentric Widening & 0.00 1.60 0.00 0.00 0.00 Reconstruction to 4-Lane with Paved shoulder 3 1.10 26 RHS Ecentric Widening & 0.00 2.20 0.00 0.00 0.00 Reconstruction to 4-Lane with Paved shoulder 4 9.73 26 Realignment to 4-Lane 0.00 19.46 0.00 0.00 0.00 with Paved shoulder 5 0.50 26 Cocentric widening to 4- 0.00 1.00 0.00 0.00 0.00 Lane with Paved shoulder and raising of Embankment 6 0.30 26 LHS Ecentric widening to 0.00 0.60 0.00 0.00 0.00 4-Lane with Paved shoulder and raising of Embankment 7 3.20 26 Realignment to 4-Lane 0.00 6.40 0.00 0.00 0.00 with Paved shoulder and raising of Embankment 8 1.25 26 New construction of 4- 0.00 2.50 0.00 0.00 0.00 Lane with paved shoulder 9 0.50 21.5 Cocntric Widening & 0.00 1.00 0.00 0.00 0.00 Reconstruction to 4-Lane with Paved shoulder in Ghat Portion 10 1.80 21.5 LHS Ecentric Widening & 0.00 3.60 0.00 0.00 0.00 Reconstruction to 4-Lane with Paved shoulder in Ghat Portion 11 2.00 21.5 RHS Ecentric Widening & 0.00 4.00 0.00 0.00 0.00 Reconstruction to 4-Lane with Paved shoulder in Ghat Portion 12 7.55 21.5 Realignment to 4-Lane 0.00 15.10 0.00 0.00 0.00 with Paved shoulder in Ghat Portion 13 0.80 45 Cocentric Widening & 0.80 4.80 0.00 0.80 0.00 Reconstruction to 4-Lane with Service Road 14 0.30 45 LHS Ecentric Widening & 0.30 1.80 0.00 0.30 0.00 Reconstruction to 4-Lane

Median RCC CC Length Road way Service S.N. Type of cross section Type- covered Open (Km) (m) Road (Km) Type-I II Drain Drain with Service Road 15 1.10 45 Realignment to 4-Lane 1.10 6.60 0.00 1.10 0.00 with Service Road 16 1.10 45 LHS Ecentric widening to 1.10 6.60 0.00 1.10 0.00 4-Lane with Service Road and raising of Embankment 17 0.50 45 Realignment to 4-Lane 0.50 3.00 0.00 0.50 0.00 with Service Road and raising of Embankment 18 0.50 55 Cocentric Widening & 0.50 3.00 0.00 0.50 0.00 Reconstruction to 4-Lane with Service Road 19 0.40 55 LHS Ecentric Widening & 0.40 2.40 0.00 0.40 0.00 Reconstruction to 4-Lane with Service Road 20 0.10 55 RHS Ecentric Widening & 0.10 0.60 0.00 0.10 0.00 Reconstruction to 4-Lane with Service Road 21 1.00 55 Realignment to 4-Lane 1.00 6.00 0.00 1.00 0.00 with Service Road 22 0.40 55 Realignment to 4-Lane 0.40 2.40 0.00 0.40 0.00 with Service Road with raising of Embankment 23 0.80 45 Construction to 4-Lane 0.80 1.60 0.00 0.80 0.00 with paved shoulder with Vehicular Underpass 24 2.80 55 Construction to 4-Lane 2.80 5.60 0.00 2.80 0.00 with paved shoulder with Vehicular Underpass 25 0.75 52 Construction to 4-Lane 0.75 1.50 1.50 0.00 0.00 with paved shoulder with Vehicular Underpass 26 0.30 34 Realignment to 4-Lane 0.00 0.60 0.00 0.00 0.00 with Paved shoulder 27 2.25 55.6 Realignment to 0.00 0.00 0.00 0.00 0.00 Construction of Road tunnel 28 42.43 10.55 105.16 1.50 9.80 0.00

Strengthening of existing 2 Lane from km 71/500 to km 76/600 with safety measures is proposed separately.

2. Bypass Table No. 1.5 showing below is the Proposed Bypasses on the project road section.

Table 1.5 : Proposed Bypass on Project Road

Chainage Total Village/ Remark Road RCC S. Service Length Road Crossection Fig. way Covered N. From To (if any) Road (Km) (m) Drain Construction to 4-Lane with paved shoulder 1 48.600 49.050 0.45 Dabhole Bypass Fig :9 52 0.45 0.00 with Vehicular Underpass New construction of 4- 2 49.050 50.300 1.25 Lane with paved Dabhole Bypass Fig :3 26 0.00 0.00 shoulder 3 Total = 1.70 km

3. Realignment Table No. 1.6 showing below is the Proposed Realignments on the project road

section.

Total Village/ Road RCC Sr. Chainage Service Length Road Crossection Remark Fig. way Covered No. Road From From (Km) (if any) (m) Drain Realignment to 4- 1 31.500 32.000 0.50 Lane with Service Pali Fig :5(c) 45 0.50 0.50 Road Realignment to 4- 2 32.500 33.300 0.80 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 3 33.800 34.300 0.50 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 4 34.600 34.900 0.30 Lane with Paved -- Fig :10 34 0.00 0.00 shoulder Realignment to 4- Fig 5 36.100 36.700 0.60 Lane with Service -- 55 0.60 0.60 :6(d) Road Realignment to 4- Fig 6 37.400 37.500 0.10 Lane with Service -- 55 0.10 0.10 :6(d) Road Realignment to 4- Fig 7 37.800 38.100 0.30 Lane with Service -- 55 0.30 0.30 :6(d) Road Realignment to 4- 8 38.200 38.400 0.20 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 9 38.600 39.200 0.60 -- Fig :1(d) 26 0.00 0.00 Lane with Paved

Total Village/ Road RCC Sr. Chainage Service Length Road Crossection Remark Fig. way Covered No. Road From From (Km) (if any) (m) Drain shoulder Realignment to 4- 10 39.300 40.000 0.70 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 11 40.400 41.400 1.00 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 12 42.100 43.000 0.90 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 13 43.300 43.900 0.60 Lane with Service Devele Fig :5(c) 45 0.60 0.60 Road Realignment to 4- 14 44.000 44.500 0.50 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 15 44.600 44.900 0.30 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- Lane with Paved Fig 16 45.100 45.400 0.30 Dabhole ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 17 45.600 46.700 1.10 Dabhole ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 18 46.900 47.300 0.40 Dabhole ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 19 47.500 48.000 0.50 Dabhole ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 20 48.100 48.600 0.50 Dabhole ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- 21 50.300 51.000 0.70 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 22 51.200 51.500 0.30 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder 23 51.600 51.900 0.30 Realignment to 4- -- Fig :1(d) 26 0.00 0.00

Total Village/ Road RCC Sr. Chainage Service Length Road Crossection Remark Fig. way Covered No. Road From From (Km) (if any) (m) Drain Lane with Paved shoulder Realignment to 4- Lane with Paved 24 52.100 53.100 1.00 -- Fig :2(c) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4- Lane with Paved 25 53.400 53.600 0.20 -- Fig :2(c) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4- Lane with Paved 26 53.700 53.900 0.20 -- Fig :2(c) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4- 27 54.100 54.500 0.40 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- 28 54.600 54.900 0.30 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Realignment to 4- Lane with Service 29 55.800 56.200 0.40 -- Fig :6(e) 55 0.40 0.40 Road with raising of Embankment Realignment to 4- Lane with Service 30 57.200 57.700 0.50 Skharpa Fig :5(e) 45 0.50 0.50 Road and raising of Embankment Realignment to 4- Lane with Paved 31 58.600 59.100 0.50 -- Fig :2(c) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4- Lane with Paved 32 59.300 60.600 1.30 -- Fig :2(c) 26 0.00 0.00 shoulder and raising of Embankment Realignment to 4- Lane with Paved Fig 33 60.600 60.900 0.30 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 34 61.200 61.500 0.30 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Fig 35 62.100 62.800 0.70 Lane with Paved Amba Ghat 21.5 0.00 0.00 :4(d) shoulder in Ghat

Total Village/ Road RCC Sr. Chainage Service Length Road Crossection Remark Fig. way Covered No. Road From From (Km) (if any) (m) Drain Portion Realignment to 4- Lane with Paved Fig 36 62.900 63.800 0.90 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 37 63.900 64.000 0.10 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 38 64.300 65.400 1.10 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 39 66.000 66.300 0.30 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 40 66.500 67.200 0.70 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Construction of 41 67.200 67.500 0.30 Amba Ghat Fig: 11 55.6 0.00 0.00 Tunnel Construction of 42 67.600 67.700 0.10 Amba Ghat Fig: 11 55.6 0.00 0.00 Tunnel Construction of 43 68.500 68.650 0.15 Amba Ghat Fig: 11 55.6 0.00 0.00 Tunnel Realignment to 4- Lane with Paved Fig 44 68.750 68.900 0.15 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 4- Lane with Paved Fig 45 69.000 69.200 0.20 Amba Ghat 21.5 0.00 0.00 shoulder in Ghat :4(d) Portion Realignment to 46 69.500 71.200 1.70 Construction of Road Amba Ghat Fig: 11 55.6 0.00 0.00 tunnel Realignment to 4- 47 71.200 73.430 2.23 Lane with Paved -- Fig :1(d) 26 0.00 0.00 shoulder Total= 26.03 3.00 3.009.80

4. Tunnel :

New 6 Lane Tunnel are proposed in Amba Ghat of about 2.250 km following project road section. Km 67/200 to km 67/500 0.300 km km 67/600 to km 67/700 0.100 km

km 68/500 to km 68/650 0.150 km

km 69/500 to km 71/200 1.700 km

Total Length of Tunnels 2.250 km

5. Details of Cross Drainage Structures All submersible minor and major bridges will be reconstructed / widened / new constructed as per standards of MoRT&H. It is also proposed to reconstruct / widen / new construction of existing Hume Pipe Culverts / Slab drains to meet the standards of formation / carriageway of project road.

The improvement proposals for cross drainage structures are as follows:

Table 1.7: Abstract for CD structure Type of structure Improvement Pipe Major Pipe Proposal Minor Slab/Box Culvert PUP/ Tunne Bridg Culver ROB Viaduct VUP Flyover Bridge Culvert at LVUP l e t Junctio New 01 10 11 36 30 - 01 06 08 01 04 construction Reconstruction - 03 09 131 ------Under ------Construction Widening, repair & ------Strengthening Retained, repair & - 01 - 29 ------Strengthening Dismantle - - - 01 ------

Table 1.8: Details of Proposed New Construction of ROB [Nil]

Sr. Location Design Railway TVU Level Name Existing Proposed Proposed Total No Chainage Chainage No. Crossing of structure Structure span width of no. crossing type arrangement the in mtr. structure

------NIL------

Table 1.9: Details of ROB (Retained) [Nil]

Total Level Existing span Sr. Design Railway TVU Name of Existing width of Location Crossing Arrangement No Chainage Chainage No. crossing structure the no. in mtr. structure ------NIL------

Table 1.10 Details of Proposed New Construction of Flyover [01 No.]

Sr. Design Proposed Proposed span Total width of Location Remark No Chainage Structure type Arrangement in mtr. the structure Nanji Flyover 1 35/390 2 x 30.00 2 x 14.50 - Village (PSC Girder)

Table 1.11 Details of Proposed New Construction of Tunnel [04 No.]

Sr. Total width of the Location Design Chainage Remark No structure Newconstruction on 1 Amba Ghat Km 67/200 to km 67/500 55.60 Realignment Newconstruction on 2 Amba Ghat km 67/600 to km 67/700 55.60 Realignment km 68/500 to km 68/650 Newconstruction on 3 Amba Ghat 55.60 Realignment Newconstruction on 4 Amba Ghat km 69/500 to km 71/200 55.60 Realignment Table 1.12 Details of Proposed New Construction of Viaduct [01 No.]

Sr. Design Span Total width of the Location Configuration Remark No Chainage Arrangement structure Newconstruction Dabhole 1 49/150 9 x 30.00 2 x 12.50 4-Lane on Dabhole Bypass Bypass

Table 1.12: Details of VUP (Newconstruction) [06 Nos.]

Details of Proposed structure Sr. Proposed Span Arrang- Proposed No. Chainage (Km) Configuration Remark ement Width (m) Newconstruction in 1 35/140 1 x 12.0 x 5.50 2 x 14.50 4-Lane Approaches 2 x 14.50 Newconstruction in 2 35/520 1 x 12.0 x 5.50 4-Lane Approaches 2 x 14.50 Newconstruction (for 3 37/100 1 x 12.0 x 5.50 4-Lane Nanij Village)

Details of Proposed structure Sr. Proposed Span Arrang- Proposed No. Chainage (Km) Configuration Remark ement Width (m) 2 x 14.50 Newconstruction (for 4 41/700 1 x 12.0 x 5.50 4-Lane Karanjari Village) 5 55/460 1 X 24X 5.50 2 x 14.50 4-Lane Newconstruction 6 58/200 1 x 12.0 x 5.50 2 x 10.50 Newconstruction

Table 1.14: Details of PUP/LVUP (Newconstruction) [08 Nos]

Proposed Details of Proposed structure Sr. Chainage Proposed No. Span Arrang-ement Configuration Remark (Km) Width (m) 2 x 14.50 Newconstruction in 1 36/900 1 x 10.50 x 3.50 Approaches 2 x 14.50 Newconstruction in 2 37/300 1 x 10.50 x 3.50 Approaches 2 x 14.50 Newconstruction in 3 41/560 1 x 10.50 x 3.50 Approaches 2 x 14.50 Newconstruction in 4 41/960 1 x 10.50 x 3.50 Approaches 2 x 14.50 Newconstruction in 5 55/200 1 x 10.50 x 3.50 Approaches 2 x 14.50 Newconstruction in 6 55/700 1 x 10.50 x 3.50 Approaches Newconstruction in 7 58/040 1 x 10.50 x 3.50 2 x 10.50 Approaches Newconstruction in 8 58/380 1 x 10.50 x 3.50 2 x 10.50 Approaches

Table 1.15: Details of Major Bridge (Retained) [Nil]

Sr. Existing Proposed Details of Existing Structure Details of Proposed structure No. Chainage Chainage Type of Span Width of Span Proposed Remark (Km) (Km) Structure Arrangement Structure Arrang- Width (m) (m) ement ------NIL------

Table 1.16: Details of Major Bridge (Newconstruction) [01 No]

1 - 69/350 - - - 3 x 30 2 x 12.50 Newconstruction

Table 1.17: Details of Minor Bridge (Retained) [Nil]

Table 1.18: Details of Minor Bridge (Reconstruction) [03 Nos]

Details of Existing Structure Details of Proposed structure Existing Proposed Sr. Span Width of Span Chainage Chainage Type of Proposed Config No. Arrange Structure Arrang- Remark (Km) (Km) Structure Width (m) uration ment (m) ement 1 Arch 53/550 52/375 3.0 x 2.70 7.80 1 x 10.0 26.00 4-Lane Reconstruction Bridge Minor 2 57/050 55/817 1.0 x 6.80 11.00 1 x 10.0 55.00 4-Lane Reconstruction Bridge

Minor 3 57/350 56/080 3.0 x 6.50 9.00 3 x 7.0 55.00 4-Lane Reconstruction Bridge

Table 1.19: Details of Minor Bridge (Newconstruction) [10 Nos.]

Details of Existing Structure Details of Proposed structure Existing Proposed Sr. Width of Span Chainage Chainage Type of Span Proposed No. Structure Arrang- Remark (Km) (Km) Structure Arrangement Width (m) (m) ement 1x12 + Newconstruction 1 - 34/600 - - - 1x20 + 34.00 (Minor bridge with 1x30 VUP) Newconstruction 2 - 36/200 - - - 3 x 15.0 55.00 on Realignment

3 - 39/680 - - - 5 x 15.0 26.00 Newconstruction

Newconstruction 4 - 42/420 - - - 3 x 15.0 26.00 on Realignment Newconstruction 5 - 42/640 - - - 3 x 15.0 26.00 on Realignment

6 - 46/500 - - - 3 x 15.0 21.50 Newconstruction

Newconstruction 7 - 50/476 - - - 3 x 15.0 26.00 on Realignment Newconstruction 8 - 53/580 - - - 3 x 7.0 26.00 on Realignment 9 - 59/878 - - - 2 x 15.0 26.00 Newconstruction

10 - 60/520 - - - 7 x 15.0 26.00 Newconstruction

6.B us-Bays and Bus Shelters: At present, there are no 12 nos of Bus shelters along the project road & al in fair to poor condition & mostly within town limits, bus shelters are proposed as identified by reconnaissance survey of the local movement and villages along the highway. The proposed locations for bus shelters are listed below and shown in Table No. 2.20: Table 1.20 : Details of Bus-bays road 22 nos of bus shelters are proposed at following village/town portions and the locations will be finalized after detailed design. Sr. No. Location Details Village Remark 1 31.200 bus shelter Pali B/S 2 33.200 bus shelter khanu B/S

3 35.300 bus shelter Nanij LHS

4 35.500 bus shelter Nanij RHS 5 37.300 bus shelter Nanij B/S 6 38.900 bus shelter Chourane B/S 7 41.200 bus shelter Karanjari B/S 8 43.400 bus shelter Dewale B/S 9 45.000 bus shelter Dewale B/S 10 48.700 bus shelter Dabhole B/S 11 50.100 bus shelter Dabhole B/S 12 51.600 bus shelter Medhe B/S 13 52.200 bus shelter Cross Road B/S 14 54.700 bus shelter Sakharpa B/S 15 55.400 bus shelter Sakharpa LHS 16 55.500 bus shelter Sakharpa RHS 17 57.200 bus shelter Sakharpa LHS 18 57.400 bus shelter Sakharpa RHS 19 59.500 bus shelter Morshi B/S 20 65.700 bus shelter Marleshwar LHS 21 65.900 bus shelter Marleshwar RHS 22 73.300 bus shelter Amba B/S

7. Truck Lay-Bye

Truck Lay Bye is proposed at existing km 55/000.along the this project road section.

8. Toll Plaza & Weigh Bridge Toll Plaza & Weigh Bridge is proposed at existing km 55/600. along the this project road section.

9. Rest Areas Rest area of 5 Acre is proposed near Nanij as per Clause 12.6 of IRC SP 84 2014.

10. Road Safety Features To ensure the safety of commuters following minimum safety measures are proposed. 1. Road Signs and Markings Retro reflective road signs are proposed to be provided at all locations necessitating informatory, Cautionary and Mandatory signs as per guidelines given in IRC : 35 – 1997 and IRC : 67 – 2001 for road markings, painting and signage systems. In addition to this proper safely signs and marking are proposed at all busy crossings and underpasses for safety of traffic and pedestrians. For visibility at night times all road sections passing through built up areas are proposed with lighting system as per standards and specifications.

Concrete Crash Barrier, Metal beam crash barrier, Separators (MS railings) Metal Beam Crash Barriers are proposed on both edges of road embankments where the height is more than 3.00 m on both sides of main carriageway. & MS Railings are proposed along between Main Carriageway & Service Roads & where Median width is restricted to 1.50m

2. Guard Posts Standard Guard Posts made of M-20 grade concrete fixed with M-20 grade concrete foundation proposed to be provided on inner and outer edges of road with sharp curves, road on hill side at 1.50 m intervals and 2.00 m from the edge of carriageway with reflectors fixed on it.

3. 200 m, Kilometer and 5th km. Stones- These stones shall be fixed as per guidelines of IRC : 8 and IRC : 26 with lettering and numbering as per codal provisions. These shall be fixed on LHS for each direction of travel.

4. Delineators Delineators are provided for visual assistance to drivers to follow and negotiate the alignment of road ahead and provide warning about hazards particularly at night times. Various types in use are. * Clustered Red Reflectors on triangular nodes as object markers are provided at the edge of median and directional islands. * Circular red reflectors on face / top of islands and medians. * Circular white Reflectors on Guard Posts.

5. Boundary Stones Road Boundary stones shall be fixed on both sides of the road to demarcate the boundary of new ROW of NH-way. These shall be fixed with proper founding concrete and dowel bars to guard against tampering.

6. Traffic Signals All at grade junctions in built up areas shall be provided with traffic signals. These shall be provided as per safety manual.

7. Lighting System Highway Lighting i) Street Light: Street lighting on decorative lamp post with energy efficient lights of standard make with minimum 40 Lux capacities are proposed @ 30m interval Flyover sections of Nanij. Street lights are proposed with dual lights on single pole and single lights on single pole in Ratnagiri. The height of street light pole is 9m above FRL and that of high mast is 25m. ii) Solar lights blinkers are proposed at major & minor junctions and bus shelters, etc. iii) High Mast Lights are proposed at Major Cross Road Junctions.

Proposed Street Light Locations

Type of Height Sr. Crossection Length Spacing No. of of Pole Type Remark No. ( Ch ref. from (m) (m) Poles (m) Widening Scheme) Type =4 Roadway One way 1 2200.00 30 9 148 B/s of SR =45.0m Light 2 Type =5 Roadway 1600.00 30 9 108 One way B/s of SR

Type of Height Sr. Crossection Length Spacing No. of of Pole Type Remark No. ( Ch ref. from (m) (m) Poles (m) Widening Scheme) =45.0m Light Type =6 Roadway One way 3 2276.03 30 9 152 B/s of SR =55.0m Light Total Length = 6076.03 408.00

Type =4 Roadway Two Way Center of 1 2200.00 30 9 74 =45.0m Light MCW Type =5 Roadway Two Way Center of 2 1600.00 30 9 54 =45.0m Light MCW Type =6 Roadway Two Way Center of 3 2276.03 30 9 76 =55.0m Light MCW Type =7 Roadway Two Way B/S of RE 4 739.96 30 9 50 =45.0m Light wall Type =8 Roadway Two Way B/S of RE 5 2675.40 30 9 180 =55.0m Light wall Type =9 Roadway Two Way B/S of RE 6 676.19 30 9 46 =52.0m Light wall Total Length = 10167.58 480.0

Proposed High Mast Locations Height Luminaire Quantity Design Qty Sr.No Location of HM (Nos) / BVP 410, 280 Chainage (Nos) (m) W 1 0.000 At start of Project Road at Km 31+000 25 1 12 2 35.390 At Nanij Village 25 2 24 3 41.700 At Karanjari Village 25 1 12 4 55.460 At Sakharpa village 25 2 24 5 69.600 Start of Tunnel 25 1 12 6 71.000 End of Tunnel 25 1 12 7 76.600 Project End 25 1 12 9 108

8. Advertisement and Hoardings No advertisements / hoardings are allowed to be erected on Project Highway.

9. Slope protection