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CDP of Nashik Municipal Corporation under JNNURM

12. PROJECTS IDENTIFICATION

1. Water Supply 1.1. Existing Status And Source

Godavari River flows through Nashik City. As far city

water supply is concerned city is traditionally dependent

on Godavari River. In 1954 Gangapur dam was

constructed. It had a total storage of 7200 mcft. Over a

period the storage has been reduced to 5630 mcft.

There is a reservation of water in the dam to the extent of only 1194 mcft. Dam water further

reserved for MIDC in Nashik and Eklahara thermal power station situated in Nashik. Considering all

these reservations of water for non irrigation purposes there is very less water available for irrigation.

Over a period right bank canal has fully stopped the irrigation. For making up part irrigation dam is

being replenished through upstream dams.

One other source is from Darna dam which is about 28 km from Nashilk city is dam was

constructed in the year 1934 with storage capacity of 7149 mcft. Presently NMC is having reservation of

350 mcft. in this storage. The NMC is constructing one weir with gets on river Darna near village

Chehedi with storage capacity of 144 mcft.

From the following tables it can be revealed that Corporation drinking water demand is

constantly increasing. Present developed capacity is now becoming inadequate. For future population of

2031 the full capacity remains nearly half the required capacity. For 2021 demand, new source

alongwith upstream dams will become obligatory. In the later stage however additional source can be

thought of. At present Phase-I work is considered for year 2016.

As per CPHEEO manual the design period after the completion of the components should be

as follows –

Item

Design Period In years

Storage by dams 50

Infiltration works 30

Pumping

i. Pump house (civil works) 30

ii. Electric motors and pumps 15

Water treatment units 15

Raw water and clear water conveying mains 30

Clear water reservoirs, ESRs, GSRs 15

Distribution system 30

For having a vision upto 2016 Gangapur dam, Kashyapi dam, and Gautami-Godavari dam will

be fully useful for the city’s demand of drinking water. Large cites shall have to plan for the appropriate

drainage also and accordingly the per capita water supply has to be decided.

Kashyapi dam and Gautami Godavari dams have been constrcted with appropriate cost sharing with

NMC. Necessary Govt.orders have already available. NMC had paid Rs. 5 crores for Kashyapi dam

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way back. The issue is not settled but the fact remains that NMC requires the water from all the three

dams.

It has been seen that there are two streams for NMC from Gangapur dam. One pumps to high

level zone and other pumps to low level zone. While tapping the sources from Kashyapi and Gautami -

Godavari dams the potential higher level is taken into account and it can be worked out that low level

zone can be directly brought on gravity from these two dams. This becomes better alternative and

approximate costing considered in CDP.

CPHEEO prefers system design for 24 X 7 and for that purpose storages and distribution

system has to be updated and sufficient provision is proposed in the CDP. Apart from this it is aimed to

provide 100% house connections. From health point of view it is very essential. CDP plans for giving

houses to the Urban poor and in this amenity it is proposed to bear the actual expenses for giving

connections alongwith the meter to remodeled slum areas.

Each house is proposed to be having separate toilet and a separate house tap.

It has been presumed that diameter of the Gravity main and head works capacity is adequate

till 2016.

The various works included are very much important to cater the population of the year 2031.

The priority of the works depending upon their needs is as given below :

• Augmentation of existing WTP’s wherever required for the population of year 2016 is

considered for Phase-I.

• Simultaneously, storage capacity is to be added accordingly, to cater the increasing

demand.

• The distribution network is to be strengthened wherever new areas are developed.

• New sources of water for drinking purpose need to be identified and developed ; as

the present sources will be inadequate in the future for the rising population.

1.2 Water Demand City water supply demand as per CPHEEO norms

Year

Population in lakhs

Population in slums in lakhs

Floating population

visiting in day

in lakhs

Population on slums on S.P.

at 40 lpcd in ML/day

Population catered on

connections at 150 lpcd

Demand in ML

2001 10.77 1.28 1.00 5.12 142.35 147.47

2006 13.50 1.60 1.00 6.40 178.50 184.90

2011 17.50 0.80 1.25 3.20 250.50 253.70

2016 21.45 0.00 1.25 0.00 321.75 321.75

2021 26.00 0.00 1.25 0.00 385.50 386.70

2031 37.50 0.00 1.50 0.00 562.50 562.50

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Year

Institutional Demand

in ML

Fire Demand at 100*P^.5

P=population in thousands

Floating population

Demand at 70 lpcd

Demand in MLD

at consumer

end

system losses at 15%

Total Demand in MLD

2001 18 3 7.00 176 26 202

2006 24 4 7.00 220 33 253

2011 30 4 8.75 297 44 341

2016 35 4.5 8.75 3.7 56 426

2021 40 5 8.75 441 66 507

2031 48 6 10.5 624 94 715

Comparison of demand with existing facilities

Year

Population in lakhs

Demand in MLD

Plant Capacity Required In MLD

Existing Plant

Capacity In MLD

Augmentation required in MLD

2001 10.77 202 242.40 348.00

2006 13.50 253 303.60 348.00

2011 17.50 343 411.60 348.00 64

2016 21.45 426 511.20 348.00 164

2021 26.00 507 608.40 348.00 260

2031 37.50 717 860.40 348.00 512

Adequacy of the source

Year

Population in lakhs

Demand in MLD

Annual demand of

water In Mcum

Annual demand of

water In mcft

Annual demand with evp. Losses

at 10% in mcft

2001 10.77 202 74 2601 2861

2006 13.50 251 92 3232 3555

2011 17.50 343 125 4417 4859

2016 21.45 426 156 5490 6038

2021 26.00 511 187 6580 7238

2031 37.50 722 264 9297 10227 1.3. Existing Treatment & Storage Capacity

Sr.No. Treatment Zone Treatment Capacity in

ML

StorageCapacity in

ML

%

1 Hill WTP 97 25.45 26.23 2 Panchavati 71 12.77 17.98 3 Nashik – Barabungalow 81 24.15 29.81 4 Gandhi Nagar 26 15.12 58.15 5 Nashik Road 73 16.32 22.35 Total = 348 93.81 26.95

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Facts :

At present there are about 130000 house connections. All these connections are to be metered. For 24X7 supply all these connections should work on metered system only. Further the old house connections shall be reconditioned by new G.I./MDPE pipes. In the slums standposts are presently provided and all these standposts will be replaced by house connections and all these will be metered. These will be provided to them by NMC and hence cost is included in this project. Complete computerization of the billing system is essential. The total distribution system automation is proposed including intelligent PLC base monitoring.

Quantity accounting will be reassured with the help of digital electronic flow meters. Leakage detection survey will be carried out for total area in a phased manner.

1.4 Vision

1.5 Proposals

Source & Source Development upto year 2031

Year Source Reservation Demand

1994 Gangapur dam 35.0 Mcum

1998 Kashyapi dam 45.34 Mcum

2006 Gautami-godavari 56.91 Mcum

2021 Gautami-godavari 87.0 Mcum As per G.R. Of

1994 Darna dam 14.75 Mcum Irrigation Deptt.

1998 Darna dam 12.47 Mcum In 1995.

2021 Darna dam 12.47 Mcum 2006 Total 149.7 Mcum 102 mcum 2011 Total 149.7 Mcum 138 mcum 2016 Total 164.7 Mcum 172.50 Mcum 2021 Total 179.7 Mcum 207 mcum

2021 vient facilities.

• Required ESRs and distribution system are also provided. • It is aimed to have 24 x 7 water supply. • No standposts. • House connections to urban poor. • Automation and modernization in the old and new systems. • User charges recovery to 100% • 100% meterization • SCADA & Computerization of billing and collection systems. • Capacity building to cope up with Kumbhmela demands. Q lit f d i ki t t hi h t d d

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No source development for year 2016 is required. Treatment & Storage Capacity

Year Particular Capacity Unit Today Existing plant capacity 348 ML Total storage 93.81 ML 2016 Treatment Capacity 511.20 ML Storage capacity 170.40 ML Gap

Treatment

Say – 164 ML 163.20 ML

Storage

Say – 77 ML 76.60 ML

Raw Water Mains A new line required from Head works to Shivaji Nagar WTP

Year Particular Quantity 2016 Leading mains 3500 m Average Dia. 1000 mm

Treated Water Mains

Year Particular Quantity 2016 450mm dia 40 km 400mm dia 33 km 1000mm dia 5 km

Proposed Distribution Network

Year Pipe Length in km

Today 1400 2016 2250 Gap 850

COST ABSTRACT FOR PHASE – I (YEAR 2016) following components need to be developed & put into use

Component Quantity Unit Cost Total Rs. In

Cr. WTP 164 ML Rs. 12 Lakh / ML 19.70 Storage 77 ML Rs. 35 Lakh / ML 26.95 Raw water mains 3500 m Rs. 15141 / Rm 5.30 Treated water mains 78 km Rs. 6141 / Rm 47.90 Electrical & Mechanical works 21.00 Water Audit compliance 15.00 Distribution Network 850 km Rs. 2500 / Rm 212.50

Total = 348.35

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COST ABSTRACT FOR PHASE – II (WORKS BEYOND YEAR 2016) following components need to be developed & put into use

Component Total Rs. In

Cr. Development of source 323.00

WTP 41.00 Storage 40.60 Raw water mains 40.00 Treated water mains 52.50 Electrical & Mechanical works 34.00 Water Audit compliance 30.00 Distribution Network 262.50

Total = 783.60 The financial phasing of Phase-I works is as given below :

(Amount in Rs. Crores)

Work Head

2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Total

WTP 0.70 6.00 6.00 7.00 0.00 0.00 19.70 Storage 0.95 5.00 5.00 5.00 5.00 6.00 26.95 Raw water mains 0.00 2.50 2.80 0.00 0.00 0.00 5.30 Treated water mains 0.90 9.00 9.00 9.00 9.00 11.00 47.90 Electrical & Mechanical works

1.00 4.00 4.00 4.00 4.00 4.00 21.00

Water Audit compliance 0.50 5.00 5.00 4.50 0.00 0.00 15.00 Distribution Network 12.50 40.00 40.00 40.00 40.00 40.00 212.50

Total 16.55 71.50 71.80 69.50 58.00 61.00 348.35 2. Sewerage 2.1 Existing Status of Underground Sewerage :

The city, till recent times, did not have well

planned sewerage scheme. The untreated

sewage was generally let out in river Godavari &

its tributaries like Nasardi, Waldevi. In 1895, a

sewer starting from Tiwari Mahal up to river

Godavari meeting just down stream of ghats was

laid . The diameter of sewer is 400-500 mm. Old

Nashik town on right bank of Godavari had a system of brick / stone masonry drains covered

with stone slabs, running along narrow streets for conveying sullage & storm water to the river.

“Nashik underground drainage scheme – Part 1” was executed during 1955-68 by

municipal council. Under the scheme, intercepting sewers were laid on both banks of Godavari

terminating in a pumping station at Ganeshwadi on left bank of the river. The sewage was

pumped from this pumping station through 750 mm dia rising main about 3.3 km length in to a

distributory of Gangapur left canal.

In view of Sinhastha fair in the year 1991, Maharashtra Water Supply & Sewerage

Board executed an emergency scheme to arrest flow of sullage & sewage in various drains,

discharging in to river Godavari upstream of holy ghats. The scheme envisaged augmenting

intercepting sewers on both banks of river & enhancing capacity of existing Ganeshwadi

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pumping station. Sewers 300 mm to 450 mm dia was laid on the left bank & 350mm to

800mmdia laid on the right bank and pumping installations at Ganesh wadi pumping stations

were overhauled & augmented to deal with increased flow.

2.2. Sewerage Schemes :

a) Phase 1 project has been planned by WAPCOS wrt year 2021 requirements, allocating

part of population of 16.77 lakh projected for entire Nashik city to Phase 1 project area. Many

parts under Phase 1 project area have reached saturation of development. The areas like

Indiranagar, Deepalinagar, Shivajinagar, Rajeevnagar, Wadala have experienced very fast

development in last few years. The sewer network will have to be upgraded to cope up with

part of 37.50 lakh population allocated appropriately to Phase 1 project area.

There are brick masonry sewers in gaothan area of Nashik city existing since olden

days. These sewers collect the waste water from households as also the storm water run off.

These old sewers are joined to the piped sewerage system created later. Due to inadequate

capacities of these sewers, during monsoon, the storm water mixed with sewage runs off to

join the river. It is necessary to provide separate system of sewers for exclusive collection of

sewage for old gaothan area & join it to the main sewer system.

There are some old sewers laid along banks of Godavari prior to phase 1 works.

These sewers are in deteriorated condition. During the planning of new works, the capacity,

condition & utility of these sewers need to be examined thoroughly & replacements as required

need to be proposed.

b) Phase 2 project has been planned by CES wrt year 2031 requirements, allocating 7.34 lakh

population to Phase 2 project area, out of total 24.70 lakh projected for entire Nashik city. In

general, there is more scope for growth in the parts covered under Phase 2 project compared

to Phase 1 project area. Looking to present trends, the population projections made under

Phase 2 project have proved to be much under estimated. Major part of increased population

will have be allocated to Phase 2 area. The sewer network under Phase 2 will have to be

augmented substantially.

There are three existing old plants in Zone B of Ph 2 - CIDCO area [Untwadi

(2.1MLD), Morewadi (4.5 MLD) & Bhujbal farm (12.0 MLD) along with local pumping stations]

These plants were developed by CIDCO during late eighties. The equipment’s of plants are in

deteriorated condition & the capacities are also short of requirements. It is proposed

rehabilitation, refurbishing & capacity augmentation of the plants to cope up with 2031

requirements of CIDCO Zone.

The plants are located along Nasardi river close to CIDCO boundaries. At present there is

thick population development surrounding the plants outside previous CIDCO limits. There is a

persistent demand from the residents of the areas surrounding the plants for shifting the plants

else where.

These plants were provided by the CIDCO in isolation with limited view point of

serving the area under their per view without linking their sewerage developments to overall

development scenario emerging. The small capacity plants in pieces are obviously

uneconomical to run & difficult to manage. The topography apparently allows taking the

sewage from Morewadi & Bhujbal farm areas to proposed Agar Takali STP. The flow

pertaining to Untwadi can be taken either by gravity or by small pumping up to Morewadi. NMC

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has therefore decided to take the future flows from CIDCO area to Agar Takali in preference to

the original proposal of using existing plants.

2.3 Planning Consideration :

As per Master Plan the sewage flow coming to STPs and pumping stations for the

year 2011, 2016, 2021 & 2031 are calculated with respect to populations 17.5 lakhs, 21.45

lakhs, 26.00 lakhs, 37.50 lakhs respectively. For calculation of sewage flow the raw water

supply is considered @ 180 lpcd and water supply at consumer end is considered @ 150 lpcd.

The sewage flow is considered 80% of water supply at consumers end plus 10% in filtration as

per CPHEEO manual. Table showing sewage flow at various STPs, existing STPs and

additional required STPs capacities for the year 2016, 2021 & 2031 is as given below –

SN STP Sewage flow Existing STP

Additional

STP Requir

ed

Proposed STP Capacity

Total proposed

STP Capacity

Area require

d

MLD MLD MLD MLD MLD MLD MLD MLD MLD Ha

STP location / Year 2011 2016 2021 2031 2031 Phase

I Phase

II 2031

1 2 3 4 5 6 7 8 9 10 11 12

(6 – 7) (6+8+9)

1 Pimpalgaon Khamb 8.71 11.40 14.29 21.35 0.00 21.35 15.00 7.00 22.00 4.40

2 Chehadi 27.05 32.36 38.35 53.92 22.00 31.92 16.00 16.00 54.00

Chehadi+Vihitgao 26.08 31.17 36.91 51.67

Chadegaon 0.32 0.39 0.47 0.67

Vadner 0.65 0.80 0.97 1.57

3 Gangapur 1.43 2.32 3.00 4.09 0.00 4.09 3.00 1.50 4.50 1.00

4 Panchak 18.48 24.00 30.87 48.31 7.50 40.81 23.00 18.00 48.50

5 Kamathwada 18.45 21.67 25.07 33.30 0.00 33.30 25.00 9.00 34.00 6.80

6 Agar Takli 45.58 60.58 98.99 204.37 0.00 204.37 102.50 102.50 205.00 41.00

By pass to Agar Takli STP 63.52

Agar Takali 23.89 37.90 74.29 111.31

Bhujbal Farm 10.25 10.33 11.08 12.89

Morwadi 7.92 8.27 8.68 9.67

Untwadi 3.52 4.08 4.94 6.98

7 Tapovan 111.30 130.81 132.64 129.67 78.00 51.67 52.00 0.00 130.00

A New Kapila PS 16.32 28.32 37.16 65.77

Makhamalabad area 8.40 11.75 16.23 30.78

Relief Sewer area 5.84 13.83 17.33 28.81

Kapila right bank 2.08 2.73 3.60 6.18

B Old Kapila PS 5.32 6.83 8.78 14.30

C New Ganeshwadi PS 68.66 74.66 86.70 49.60

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Old Ganeshwadi PS 22.53 19.94 23.08 29.60

Godawari Right Bank 46.13 54.72 63.62 20.00

D Takli PS 21.00 21.00

Total 231.00 283.14 343.20 495.00 107.50 387.50 236.50 154.00 498.00 53.20

NMC intends to plan the sewerage project under JNNURM, wrt year 2031

developments. The works under the project shall be planned & designed as below.

Components Design Period Sewer net work, Rising mains, Pumping stations (civil works), Land acquisition

For year 2031 requirements

Pumping machinery & allied works, Sewage treatment & disposal works

For year 2016 requirements in Phase-I and beyond 2016 in Phase-II.

Year 2031 population projected by NMC will form the basis of planning the project.

The population increase projected now is substantial compared to that foreseen while planning

Phase 1 & Phase 2 sewerage projects. It is therefore necessary to plan the project with

integrated & fresh thinking for city as a whole taking in to consideration the population growth &

its likely allocation to various parts of city. The considerations behind planning of various

project components will under go change due to changed construction phasing, increase in

population, change in schemes of conveyance & reallocation of flows to pumping stations as

well as STPs in order to achieve optimization.

2.4. Sewerage system for MIDC area There are two industrial areas developed by MIDC within NMC limits; Satpur area

along Trimbak Road & Ambad area along National Highway 3. These areas are placed distant

apart with residential zone in between.

MIDC has its water works with Godavari river as source for meeting water supply

needs of the industries & resident / floating population in the area. The industries in these

areas are mainly engineering industries. The permanent resident population in the area is

limited. Some industries have their own wastewater treatment plants in their premises. There is

no organized system of collection, treatment & disposal of wastewater from other industries &

residential units. The wastewater generated & the effluent of industrial waste treatment plants

finds way to local nallas.

The wastewater flowing in some nallas like Chikhali nalla, MIDC nalla is trapped &

diverted by NMC to its sewerage system outside MIDC area. This flow is not designed for &

amounts to overloading of NMC’s sewerage system. The untapped waste water either

stagnates or finds way into river course, thus creating unhygienic conditions or pollution of

river.

In view of above situation, it is proposed to plan & implement a scheme for organized

collection, treatment, conveyance & disposal of sewage from MIDC area.

2.5. Reuse of treated effluent :

There is a Thermal Power Station of Nashik situated just on the boundary and down stream of

Nashik Corporation near village Eklahara. Thermal Power Station (NTPS), Eklahara has its own

scheme for abstracting water from river Godavari for its boiler use. NTPS is required make

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reservation of water with Irrigation department in up stream Gangapur dam. The industrial

requirement of NTPS is sizable. The locations of existing / proposed STPs at Tapovan, Agar Takali & Panchak are at

sufficiently higher elevation to allow conveyance of effluent from these plants to NTPS by gravity.

NMC intends to supply the effluent of the STPs to NTPS for their industrial requirement at their

premises by providing a suitable scheme of conveyance & treatment to make quality compatible

with the standards required. NTPS is presently required to pay charges for water to Irrigation

department at industrial use rates. Therefore, the proposal is likely to be technically feasible &

commercially viable.

2.6 Vision

2.7. Proposals 1. Sewerage System Ongoing Work Component

Sr.No Name of Sub components Cost Rs. In

lakhs 1 Part A: Sewer net work in Phase 1 project area. Sewerage Phase1, Distrit -I to VII, Sub work No1 to 22 Branch sewer, Trunk

sewer, Intersecting sewer in various Distrit in Nasik Corporation Area. 1623.32

2 Part B: Sewer net work in Phase 2 project area.

Sewerage Phase 2, Zone A to F,Sub work No-1 to 8 Intercepting sewer, branch sewer, Trunk sewer in Zone A to F in Nasik Corporation Area.

2126.30

3 Part-C: Taopvan Sewage treatment plant (52 MLD) under Phase1 project. Summary of the Capital Cost 1) Civil works 1202.75 2) Mechanical works 233.25 3) Electrical works 100.00 Total Capital cost (A) In lakhs 1536.00 4) Annual O & M Cost (B) 35.90 Estimated Cost for Tender in Lakhs (A+B) 1571.90 Accepted Tender cost - C 1441.50

Total Cost of on going works:Cost of Part – A Cost of Part – B Cost of Part – C

1623.32 2126.30 1441.50

Total Cost Part (A+B+C) Rs.in Lakhs 5191.12

Say = 52.00 Cr.

• Total coverage of underground sewage system in entire corporation area. • Effective collection and transportation of sewage. • Effective treatment • Recycling of treated waste collection • No open discharge into river/ natural water carriers. • Coverage to the extent of 100% developable area with underground system.

• Treatment and recycling, collection and transportation without open discharge into river/natural water carriers.

• Possibility of identification of new localities of sewage treatment plant sites.

• MIDC area will also be to be covered.

• Coordination with disposal systems developed by other functionaries in their premises withinCorporation limits.

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2. Sewerage Network

Sr.No Name of sub Components Length in

K.M. Rate

Rs/Rmt Cost Rs. In

Lakhs 1) Rehabilation of Sewer 7.50 km 3575.00 268.50 2) New Sewers in Remaining 1st

Scheme area 150.00 km 1650.00 2475.00

4) Sewers in 2nd Scheme area 250.00 km 1650.00 4125.00 Total = 407.50 km - 6868.50

3. Sewage Treatment Plants, And Pumping Stations

i) Pumping Stations :-

Components Design Period Civil Work Year 2031 E & M Work Year 2016

Particulars Quantum Average Capacity of Sewage Pumping Station required for 2031 495 mld Average Capacity of Sewage Pumping Station required for 2021 343.20 mld Average Capacity of Sewage Pumping Station required for 2016 283.00 mld Existing Capacity of Sewage Pumping Station 158.00 mld Gap Sewage Pumping Stations (civil) for 2031

337 mld (495-158)

Pumping Machinery required for 2016 175 mld (283 – 107.50)

Costing

Particulars Rs. In Lakhs Cost of Civil works = 337 @ Rs. 8.0 lakhs/mld 2696.00 Cost of E & M works = 175 @ Rs. 12 lakh/mld 2160.00 Cost of Rising mains = 8 km @ 45 lakhs / km 360.00 MSEB Work a) L.T. Line = 30km @ 5 lakh/km 150.00 b) H.T. Line = 15 km @ 9 lakhs/km 135.00

Total cost of Sewage Pumping Station (i) = 5501.00

ii) Sewage Treatment Plant (STPs) :-

Particulars Quantum Total Capacity of STPs required for year 2031 495.00 mld Total Capacity of STPs required for year 2021 343.00 mld Total Capacity of STPs required for year 2016 283.00 mld Capacity of Existing STPs 107.50 mld Gap STPs required to be created for year 2021 235.50 mld STPs required to be created for year 2016 175.50 mld The STP ongoing work 52 mld Net Additional Capacity to be created = 175.50 – 52.00 123.50 mld Cost of Additional capacity required for increase In population in 2016 to 2031= 495 – 283

212 mld

Costing of STP for Phase-I

Particulars Rs. In Lakhs The cost of STP for 2016 = 123.50 mld (Asp/SBR Technology) @ Rs. 47 lakhs / mld.

5805.00

Cost - (ii) 5805.00 Total cost of P.S. & STPs for 2016 (i) + (ii) 11306.00

Say = Rs. 113.06 Crores

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4. Re-use of treated effluent – supply of treated effluent of Tapovan STP to NTPC at

Eklahare.

Sr.No Name of Sub components Cost Rs. In lakhs

1 Gravity Sewer of 1600 dia @ 9 km @ 22500/-Rmt. 2025.00 2 Pumping Station Civil 50 MLD x Rs.8.00 lakhs/mld 400.00 3 Pumping Station E & M 50 MLD @ Rs.12.00 lakhs /mld 600.00 4 Rising main D.I. 1000mm Dia D.I , 1.0 km @ Rs.125 lakhs/km 125.00 5 MSEB works H.T. line 1 km @ Rs.10 lakhs/km. 10.00 TOTAL = 3160.00 Say = 31.60 Cr.

Abstract Of Cost Proposal Of Phase-I (works upto Year 2016)

Sr.No Name of Components Cost Rs. In Crores

1 Sewerage system ongoing work component 52.00 2 Sewerage Network under Phase-I & Phase-II project area 68.68 3 Sewage treatment plants, and pumping stations 113.06 4 Re-use of treated effluent – Supply of Treated effluent of STP to NTPC at

Eklahare. 31.60

TOTAL COST = 265.34 Say = 265.00

Cost Abstract for Phase – II (works beyond Year 2016)

Sr.No Name of Components Cost Rs. In Crores

1 Sewerage Network under Phase-II project area 79.30 2 Sewage treatment plants, and pumping stations 123.38 3 Sewerage system for Industrial (MIDC) area of Ambad and Satpur. 50.12 4 Re-use of treated effluent – Supply of Treated effluent of STP to NTPC at

Eklahare. 23.85

TOTAL COST = 276.65

Phasing of Projects under Sewerage System(works upto Year 2016)

(Rs. In Crores) Item 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 TOTAL Ongoing works 22 20 10 0 0 0 52.00 Sewer Network 10 12 12 12 12 10.68 68.68

STP & P.S. 0 18 25 25 25 20.06 113.06

Re-use NTPC 0 5 7 7 7 5.60 31.60

Total = 32 55 54 44 44 36.34 265.34

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3. Solid waste management

3.1. Existing system

In Nashik Municipal Corporation area daily 230 mt. of

solid waste is collected and brought to the site

earmarked for composting, at Pathardi. About 110

Ghantagadis are plying in the city which collect the solid

waste. The residents of Nashik City are very much

acquainted with the objective and procedure of

collecting solid waste and fully cooperate with the Civic

authorities and the staff on Ghantagadi and the new city

can boast of being a dustbin free city.

3.2. The Process

Converting solid waste to organic compost is being done

at Pathardi. Initially the solid waste is treated with bio

culture spray and arranged in heaps. It is put in wind

rose and turned over after every seven days. After 4 to 5

turns solid waste is serially screened through 75 mm,

35mm and 16mm rotary mechanical screens. Unwanted

portions are removed and remaining portion is kept

stacked for about 15 days before it is put through fine

screens of 5mm &1mm diameter. Screened material is

filled in the jute bag’s and remaining waste from screens

is kept open and is accessible to Rag pickers for

collection for recycling. This reduces the volume of land

fill.

About 10 % of the material is used for composting and 30 to 35 % water content gets evaporated.

Remaining 55 to 60 % is left for disposal through land fill. It is a costly affair and these land fills are

periodically inspected by environmental department.

3.3 Financial Aspect

On composting, annual expenditure is about 100 lakhs and land fill annual expenditure is about

Rs. 150 lakhs. Total activity is a loss to the corporation as sale proceeds from compost is Rs. 50 lakhs

per annum. Hence there is a recurring loss of Rs. 200 lakhs. In addition, collection system of the solid

waste also requires considerable recurring expenditure.

Compost project commenced in 2001-02 and since then following quantity of compost has been

generated

Sr.No. Year Production of Compost in MT

1 2001-2002 1445 2 2002-2003 2265 3 2003-2004 2135 4 2004-2005 3751

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NMC has taken over M&R from the contracting agency and it has been found that production of manure

and sale has increased since then.

3.4. Future Vision

Bio gas production by bio-methenation and generating energy from gas is one of the

alternatives for which central Govt. can give grant. This will also help in prove carbon credit by way of

indirectly helping in saving in use of diesel for generation of electricity. This will also help reduce the loss

in the total activity.

NMC has about 50 acres of land available at composting site. Part can be shared for the above

mentioned or any usable project that may materialize.

3.5. Proposals

At present the work of collection and transportation of solid waste in NMC area is outsourced.

The contract is awarded to 7 different agencies and the average rate of transportation is Rs. 600/M.T.

However it is proposed that the system should be owned by Nashik Municipal Corporation itself as per

experience in dealing with the agencies and dealing with the labour of the agencies. As the Garbage

collection and its transporation as well as its disposal as very much related to the health criteria of the

city and the issue is very sensitive in its nature it is proposed that the NMC should owned the vehicles of

Garbage collections, machinery for transportation, machinery required at the composting plant. A

detailed project report is being prepared and will be submitted soon. The summary of cost is as under -

Financial Proposal for Solid Waste Management Summary of Costs BOQs and cost calculations have been done for overall integrated handling, transport, processing and

disposal of city’s waste through “volume reduced sanitary land filling” concept. All the mandatory

requirements in accordance of MSW Rules 2000 have been considered. Infact the proposed integrated

system will be able to take care of future regulatory requirements that may be imposed in next 10-12

years time.

Identification of gap areas and review of current system at NMC’s waste disposal site at Pathardi, as

well as experience from other such units in the country have given valuable lessons. Based on these,

planning of facility to treat & process the msw through multiple product recovery and pre-processing

mechanical segregation has been included.

This approach will minimize “wasteful” expenditure of ever increasing landfill burden both in terms of

costs and land consumption.

Each processing unit and associated infrastructure has been considered as stand-alone unit for ease of

project execution under different models with subsequent O&M through PPP.

The strengthening of basic civil and infrastructure facilities including education, awareness, training

centre and staff amenities have been proposed to develop this facility at the International Standards.

Although currently the city is generating about 300 tpd msw which becomes the base year and planning

for yearly increase of msw, but in the current scenario there is already accumulated waste around

250000 MT. This waste has to be consumed @150 to 200 tpd from now onwards for next 4.5 to 5 years.

110


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This has necessitated planning for a 500 tpd msw processing facility now itself. By the time old waste is

finished the city will be producing 500 tpd msw, which can be very well taken care.

The proposal for processing treatment of msw through integration of technologies will have strong

impact on saving of costly urban land, ensure recovery and utilisation of almost 90% components of

waste and virtual freedom the pollution and environment protection angles.

The overall costs envolved for systmatisation of Nashik City’s Waste Management works out to be

Rs52.29 crores, which given in the summary table and subsequent pages.

Category wise summary cost for integrated SWM of Nashik is as below

Sr.No. Item / Category Cost involved Rs.Lacs

01 - A Collection and transportation system Tipper trucks, haulage trucks, tricycles

1251.84

02. B Provision of basic infrastructure facility at processing site 270.00 03. CI Civil work and Bldg-shed for composting 234.00 04. CII Processing Plant and Material handling equip. composting 306.67 05. DI Infrastr. & Bldg for Mechanical segregation system 173.72 06. DII Plant Machinery for pre-processing segregation system 400.00 07. EI Ifrastr. & Bldg for Fuel Pelletisation / RDF 183.64 08. EII Plant Machinery for Fuel Pelletisation / RDF 950.00 09. FI Infrastr. & Bldg for inert processing 78.15 10 FII Plant Machinery for inert processing into Bricks etc. 180.00 11. GI Development of Sanitary land fill for remnants 400.00 12 GII Bioremediation of 5 year’s accumulated waste 650.00 13. H Education, Awareness, Center of Excellence in SWM, Staff Qtrs. 80.60 14. I Electricals, Power connection, DG set 70.00

Grand Total 5229.07 14.2. Major Item wise Cost Estimates

Sr.N Item of Expenditure Quantity Unit rate Rs

Amount Rs Lacs

A. MSW Collection & Transportation 01. Four container tricycles for slum areas and narrow

lanes 120 20000.00 24.00

02. Covered body tipper trucks of 6m3 size 120 715500.00 858.60 03. Haulage Trucks with covered body 10m3 size 20 1147850.00 229.57 04. Pay loaders at transfer stations with bucket size of

1.9m3 3 2989000.00 89.67

05. Transfer stations with ramp & sanitisation system 2 2500000.00 50.00 Sub Total A 1251.84

Sr.No. Item of Expenditure Quantity Unit rate Rs

Amount Rs Lacs

B. Basic Civil and Infrastructure Dev. at Integrated recycling facility 01. Site Development 41000 m2 111.45/m2 45.69 02. Boundary wall 700 r.m. 1260.00/r.m. 8.82 03. Internal roads 6000m2 338.94 m2 20.34 04. Drainage system 1200 r.m. 4750.50/r.m. 5.67 05. Leachate collection tank 100 m3 10500.00/m3 10.50 06. Leachate processing system 100 m3 L.S 15.00 07. Green belt 10000 m2 76.71 /m2 7.67 08. Water storage tank 100 m3 10500.00/m3 10.50 09. Overhead tank 10 m3 42000.00/m3 4.20 10. Water distribution lines 600 r.m. 600.00 /r.m. 3.60 11. Vehicle washing water tanks 12 m3 L.S 3.60


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12. Empty vehicle parking compound 10000 m2 425/m2 42.50 13. Automobile workshop 200 m2 L.S 15.00 14. Gate control & weigh bridge 30 MT cap. L.S 15.00 15. Workers creche and toilets 50 m2 L.S 2.00 16. Water harvesting pond 3000 m3 2000.00/m3 60.00

Sub Total B 270.09


Amount Rs Lacs

C.I Civil & Infrastructure requirement for Composting Unit 01. Concrete pad 6000 m2 607.26 /m2 36.43 02. Foundations for monsoon shed 144 5250.00/No. 7.56 03. Monsoon shed 5000 m2 2625.00/m2 131.25 04. Foundation for machines 32 5250.00 /No. 1.68 05. Machine shed 600 m2 2625.00 m2 15.75 06. Foundation for refinement floor 18 6500.00m2 1.17 07. Refinement floor 48 m2 11500.00/m2 5.52 08. Product storage godowns 1000 m2 3500.00/m2 35.00

Sub Total C I 234.36


Amount Rs Lacs

C. II Compost Processing facilities incl. automobiles

01. Compost refining 3 stage followed by pelletisation / granulation system

3 TPH Final Pr.

17800000.00 178.00

02. JCB model 4302 with 1.9m3 bucket 1 3300000.00 33.00 03. Turning and aeration machine with

Tractor 1 1750000.00 17.50

04. Bobcat / skid loader 2 1400000.00 28.00 05. Dumper trucks for refuse handling 2 715500.00 14.31 06. Tractors of 45 HP 2 473000.00 9.46 07. Tipper trolleys for inerts & refuse

handling 8 90000.00 7.20

08. Spray tanker with pumps, agitation & hosepipe

1 785000.00 7.85

09. Forklift 1.5 t 1 635000.00 6.35 10. Q.C. Lab accessories, glassware etc. Set 500000.00 5.00

Sub Total CII 306.67 Total C I + CII 541.03


Amount Rs Lacs

D. I. Civil & Infrastructure for Segregation System

01. Site development with paving 4000 sqm 450.00/m2 18.00 02. Tipping floor concreting 3000 sqm 607.26/m2 18.22 03. Monsoon shed 1500 sqm 2625.00/m2 52.50 04. Shed over segregation machines 1000 m2 4000.00/m2 40.00 05. Utilities weighbridge, DG Set, electricals As req. L.S 45.00

Sub Total D.I 173.72

D. II Mechanical Segregation Unit - Segregation unit stage I and stage II for segregation dry

recyclables, plastic, compostables and inerts - Complete assembly with feeding arrangement, feeder

belts to separation unit, rejection handling and material carry forward.

- This will also include material handling automobiles required for this section

Complete Integrated System Cap. Min 30 TPH

Est. Cost Rs 400.00 lacs

Sub Total D. II 400.00 lacs Total D.I + D. II 573.72 lacs


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E.I Civil & Infrastructure for Refuse Derived Fuel (RDF) Pelletisation Sr.No. Item of Expenditure Quantity Unit rate

Rs Amount Rs Lacs

i.

ii.

iii.

iv.

v.

- Platform area for stocking of waste - Solar drying area - Shed for machines - Finished product godown - Firefighting arrangements, hydrants,

water storage tank

4000 sqm

2000 sqm

1500 sqm

2000 sqm

As req.

607.26/m2

867.51/m2

4000.00/m2

3500.00/m2 -

24.29

17.35

60.00

70.00

12.00

Sub Total E. I 183.64

E. II Processing Machines for Refused Derived Fuel/Pelletisation - Complete set of feeding conveyors to cutting, chopping, grinding

system. - Mixing & Homogenization, de-silting, drying, metal separation, inert

separation - Densification / Pelletisation - Bale press system - Electricals and electrification - Erection – commissioning and 3 months trail run - Lumpsum estimated cost

950.00 lacs Sub Total E. II 950.00 lacs Total E I + EII 1133.64 lacs

F. I. Civil & Infrastructure for Inert processing unit Sr.No. Item of Expenditure Quantity Unit rate

Rs Amount Rs Lacs

i.

ii.

iii.

iv.

v.

Land site development Shed for crushing machine Cemented platform Water tank with moisture addition system Storage area

6000 sqm

600 sqm

2000 sqm

50 m3

1000 m2

200.00/m2

4000.00/m2

607.26/m2

25m3

2000.00/m2

12.00

24.00

12.15

10.00

20.00

Sub Total F. I 78.15 lacs

F. II. Inert processing - Inert processing into civil bricks/ hollow blocks complete integrated unit

with feeding grab crane, crushers, vibrators, sieves, silo, metal separation and block processing diaphragm.

- Electricals and electrification along with DG set.

- Integrated unit Lumpsum for processing @ of 10TPH

- Lumpsum

Rs 180.00 lacs Sub Total FII Rs 180.00 lacs Total FI + FII Rs 258.15.00 lacs


G. I Development of Sanitary Land Fill

- Development of sanitary land fill for remnants from accumulated waste of 5 years also for fresh waste of 2 years

- Estimated SLF area 2.0 Hectare

- Cost @ Rs2000/sqm surface area

Rs 400.00 lacs Sub Total G I Rs 400.00 lacs

G.II Remediation of 5 years accumulated waste

- Remediation of 5 years accumulated waste through re-processing in the integrated system.

- Est. cost @ Rs 260/MT x 2.50 lacs MT

Rs 650.00 lacs

Sub Total G II Rs 650.00 lacs Total of GI + G II Rs 1050.00 lacs

H. Education awareness, staff welfare / Health safety, site quarters and centre of excellence in waste management


Amount Rs Lacs

i. ii. iii. iv.

Staff quarters each 40 sqm Centre of excellence with Audio/video and learning, training aids, rest rooms, guest rooms Primary Health care unit with accessories Multi media system

24 450

50 sqm As req.

3500.00/m2 6000.00/m2

L.S. L.S

33.60 27.00

15.00 5.00

Total 80.60

J. Electrification of the site & transformer and accessories - - 70.00 Total 70.00

The Financial Phasing of works

Work Head

2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Total

Solid Waste Management 10.00 30.00 12.29 0.00 0.00 0.00 52.29 3.6. Bio-Medical Waste Nashik City has a total of 4000 hospital beds (excluding Govt. Hospital) which generate 1500 to 2000 kg

of bio –medical waste per day. NMC has a special arrangement for collection and disposal bio-medical

waste through a private party “Water Grace Products” on BOT basis.

3.7. Types of Containers & Colour Coding for Segregation of BMW

Waste cat.

Waste Class Types of containers Colour

1. Human parts, body parts Biodegradable, incinerable Yellow 2. Animal waste Biodegradable, incinerable Red/

Yellow 3. Highly infectious (lab culture, biological

toxins, culture dishes, blood, body fluids) Biodegradable, incinerable Yellow

4. Waste sharps Biodegradable, incinerable Red 5. Discarded ampoules, vials, medicines Biodegradable, incinerable Green 6. Solid waste items containing cotton,

dressing, blood contaminated material Biodegradable, incinerable Green/W

hite 7. Disposable syringes, needles, IV sets,

catheters, tubings & any other ‘use & throw’ material

Biodegradable, incinerable Black

8. Liquid waste from labs Biodegradable, incinerable Black 9. Ash Biodegradable, incinerable Black

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The incineration system is a double chambered incineration with receiving chamber, venturi-

scrubber, cyclone separator, water sprinklers ID fan & the chimney of the 30 mtr. height. The waste

categories 1,2,3&6 directly into the incineration system.

Autoclave is provided for the sterilization of the waste mentioned in categories 4,5&7. In this

process, waste is heated with the dry saturated steam at specified temperature of 1210C & 15psi.

The steam penetrates into the material & makes it pathogens free. The sterilized waste is then

shredded to small pieces either for recycling or land filling.

4. Storm Water Drain 4.1. Existing System The Nashik Municipal Corporation area is about 259.00

Sq.m. and the Yearly rainfall is 775 mm. There are

three main river basins namely the Godavari River,

Nasardi River and Waldevi. All these rivers flow from

west to east. There are major nalas which meet the river

at different places. The main nalas are as below.

A) Godavari River Left Side: Manur Nala, Nandur Nala, Kapila River, Waghadi River,Aruna Nala, Ramwadi Nala

& Alandi River.

Right Side: Nala near the sub village Bhangre Farm Nala, Bhoi Nala, sarswati Nala, Malhar

Nala Chopra Nala, Hirabag Nala, Anand wali Nala, Gangapur East side Nala.

B) Nasardi River : Right Side : Chunchale Village Nala, Ambadgaon Nala, Tornanagar Nala , Mahale Farm Nala

,Sadguru Nagar Nala, Rajeev Nagar Nala, Bajarangwadi Nala, DGP Nagar Nala.

C) Waldevi River : Left Side: Pathardi village west side Nala, Vadner gat Nala, Pimplagaon Khamb Nala,

Rokdobawadi Nala.

4.2. The Chronic Spots

Following chronic spots which are inundated during heavy rainfall in Nashik city are as below:

1) Nashik West Division: Sarda sacral, Abhijeet

Society, (Near plastic house), Ganjamal signal,

Modak point, Sawarkar Swimming pool MICO

Circle Sharanpur Road, (In front of utility circle),

Dipali Society, Gangapur Road Sharanpur Road

Amey sankul Uttam Apartment New Era English

School, Shankarnagar Sawarkarnagar Monarch

Society, Mate Narsary Don Bosco School, College Road, Honda Show Room near

HPT College, Sarita Darshan Apartment (Rathi Amrai), Gurudwara Campus (National High-

school ).

2) Nashik East Division : Ravindra Vidyalay ( Kathe Lane) Bodhle Nagar Poona Road,

Bhimstambh Gandhinagar, Hanuman chouk, Poona Road,


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3) Panchavati Division : Moti Super Market (Peth

Road), Nimani Bus Stop, Canacer Hospital,

Ashwmedh Society, Sarvpriya Society (Peth

Naka), Bhausaheb Nagar, Ganjanan Chouk,

Garaksha Nagar, Choufully Dindori Road,

Malegaon Stand, Warsha Society, Chinchban

navnath Nagar, Pethkar Plaza, Kranti Nagar,

Makhmalabad Road, Uday Colony.

4) Satpur Division: Jadhav Sankul (S. NO. 480,481,482,483), Ambad link Road, Chunchale (S

No. 11, 14), Shramik Nagar, Anandwali Pipe, Line Road, (S No. 29, 30 42 43 49 52 Pt.),

Matang Nagar, PTC Satpur Ho.Co.

5) Cidco Division: Datta Chouk, Patil Vidyalay, Swami Vivekanand Statue, Mahtma Phule

Garden, Ganesh Chouk, Shivaji Bhaji Market, Gramoday School, STP center, Dekkan Petrol

pump, Bhujbal farm, Govind nagar shivpuri chouk, Gurugovind School, vadala pathardi road,

Rane Nagar, Upendra Nagar, Ganeshnagar Vanashree Colony, Swaminagar DGP Nagar

Shubham Park, Abhiyanta Matale Mangal Karyalay.

6) Nashik Road : Gandhi Airport to Chavhan Mala (Jaybhavani Nala), K.J.Mehta Highschool,

Datta Mandir road, NMC School, 125 Sanchar Point, Mukti Dham, Datta Mandir Chouk,

Mahatma Gandhi Ho.Co., Maharudra Canal Road, Raj Rajeshwari Chouk, Saykheda Road,

Ambedkar Road, Madras Cafe Hotel, Raj Bytco Jenction, Kothari Highschool, Aai Mauli

Chouk, Bankar Mala, Nawale Chal (Distilary Colony).

4.3. Action Plan The total length of all these rivers, Nalas, Subnalas is about 500 Km. out of which nala training

work is required for 120 km length (See Annexure – 6). Total length of DP roads and other roads is

about 2000 Km. out of which 100 km of main DP roads required immediate storm water drainage

system. Two tributaries of River Godavari i.e. Nasardi (15 km) and Waldevi (10 km) are having rocky

bed and requires channalization for smooth flow of water. A DPR is under preparation.

Cost estimation

Components Quantity Rate in Rs. Cost in Rs. Crores

Nasardi and Waldevi River Channalization 25 km 10000 25.00 Nala Training Work 120 km 1500 18.00 Providing Storm water Pipe Drains – Phase-I 100 km 5000 50.00 Cleaning and Maintenance equipments – JCB, Excavators, Dumppers, Jetting Machine etc. L.S. L.S. 5.00

Total Phase-I 98.00

Providing Storm water Pipe Drains – Phase-II 200 km 5000 100.00 Phase – II works :- Works required after year 2016 The total project cost is approximately Rs. 198 crores and is proposed to be completed in two

phases i.e. upto year 2016 and beyond 2016, which includes following works and its phasing –


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Phase – I works :- Works required upto year 2016

Components 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Total Rs. In

Cr. Nasardi and Waldevi River Channalization 0.00 10.00 10.00 5.00 0.00 0.00 25.00

Nala Training Work 1.00 5.00 5.00 5.00 2.00 0.00 18.00 Providing Storm water Pipe Drains 1.00 10.00 10.00 10.00 10.00 9.00 50.00

Cleaning and Maintenance equipments

0.00 1.00 1.00 1.00 1.00 1.00 5.00

Storm Water Drainage 2.00 26.00 26.00 21.00 13.00 10.00 98.00 5. Basic services for urban poor 5.1. Existing status National Commission on Urbanization (1988) had expressed

serious concern primarirly for the informal sector and the urban

poor in the planning practices at Central,State and Local

levels. The new National Housing policy also lays greater

emphasis on the delivery of services to the urban poor

particularly in respect of shelter for the poor and the resulting

informal sector. Nashik Municipal Corporation has a separate

Department that deals with slums and their improvement and rehabilitation. The information as provided

by the survey of the Municipal Corporation indicates that there are 104 slums in the city out of which 59

are ‘declared slums’ and 45 are ‘undeclared slums’ in which about 1.28 lakhs (11.89%) population is

living. This however is the position as on 1.1.1995 as the State Govt had decided to regularize the slums

to this date and so far no decision has been taken regarding slums that have come up after this cut-off

date. It is assumed that an equivalent number of slums must have come up after this cut-off date.

Following are the salient features of the Slums:

Features Quantification Total population 1077236 Total slum population 138797 % of total population 12.9 % % of slum population SC 31.8 % % of slum population ST 12.1 % % 0f slum child population to child population 15.9 % % 0f slum child population to slum population 17 % Sex ratio of population for non-slums 864 Sex ratio of population in slums 924 Child Sex ratio of population for non-slums 869 Child Sex ratio of population in slums 957 Literacy rate of slum population Persons 70.4 %

Male 80.7 % Female 59.1 %

Literacy rate of non-slum population Persons 88.6% Male 93.7 %

Female 82.8 %


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Social composition of population

Year Number of the poor* 1993-94 105000 1999-00 128000

2004-05 Estimated 160000 * Below Poverty Line

Basic services provided to the Slum dwellers are given as under:

ACCESS OF THE SLUM DWELLERS TO BASIC SERVICES Percentage of slum Dwellers having Access to Year Number of

Slums Number of slum

Dwellers Water supply

Drainage System

Water Service Connection

1991 84 81000 70% LCS 20% 2001 108 128000 85% LCS 40% 2005 160000 85% 40% 85%

5.2. Present Policy And Its Inadequacy Valmiki Ambedkar Awas Yojana is being implemented in

Nashik since November 2002 and about 1178

tenements have been constructed under the scheme

that will cater to the needs of population of about 5890.

Considering the magnitude of the problem, what has

been achieved during last four years is less than 5% (for

slums upto 1995) indicating that the programme is too

inadequate to be meaningfully effective and new

approach has to be evolved particularly for this segment

of urban scenarios. 5.3. Alternative Strategies

Mumbai and Pune have Slum Redevelopment Authorities, which use Transferable

Development rights and F.S.I. incentives to Private Sector in order to involve Private Sector Participation

in increasing housing stock for the Urban poor. These authorities also have a separate special

regulators provisions and main features are as follows:

i) While generally allowable F.S.I. in Mumbai and Pune is 1.00, the private sector is

allowed to redevelop these slum sites using a site F.S.I. of 2.50. As an additional

incentive, the developer is allowed to use the T.D.R of the slum area on his other

lands in lower density areas.

ii) If the slums exist on lands reserved for Public purposes, then part of area is used for

rehabilitation of existing slum population and the balance area is developed for the

public purpose for which the land was reserved.

The above two strategies have following benefits:

Private sector substantially contributes in the process of rehabilitation of slum

dwellers.

Sites reserved for public purposes are partly retrieved and the amenity though with

smaller area becomes available to the public.

iii) Private Sector’s response to the strategy has been observed to be very positive and

rehabilitation of slums on a very large scale has been achieved.


119

Considering the magnitude of the slum problem and very small achievement achieved so far

through Govt. efforts, there exists full justification to adopt such measures also for Nashik City while

addressing the problem of slums. What however is considered necessary is to simplify procedural

aspects and yet to imbibe incentives large enough to attract private sector in this direction.

5.4. Approaches To The Problems Of Slums After discussions with public representatives, NGO and professionals, following approach has

been suggested:

i) NMC should modify its present development control rules to allow private sector

participation in rehabilitation of slum dwellers by permitting F.S.I. up to 2.5.

ii) NMC itself should undertake development schemes for slum located on lands

belonging to the Municipal Corporation and also on Govt. lands which Govt. should

transfer to the NMC on priority basis. Funds required for these projects should come

through the following sources.

Funding Pattern Percentage Contribution of beneficiary 10% Finding under JNNURM 90%

Total = 100%

The second part would thus qualify for Central, State and ULB in the following ratio.

Funding Pattern Percentage Contribution of beneficiary 10% Contribution by Central Govt. 45% Contribution by State Govt Contribution by ULB 45%

Total = 100%

iii) If slums have come up on lands reserved for public purposes in the development plan,

then rehabilitation should be allowed on 50% land area and the balance 50% area

may be developed for the Public purpose for which the site is reserved, thus making

the amenity available to the General public and the urban poor. Part of these sites

can be developed as low cost shops for hawkers, vegetable vendors, and

tapariwallas.

If NMC and the State Govt. accept the above strategy, it will be immensely helpful in delivery of

important services to the poor and the informal sector. Cost estimates are as summarized below:

5.5. Slum Redevelopment On Municipal Lands Twenty-five slums exist on Municipal/Govt lands extending over an area of 35.50 Ha. 25000 tenements may be built on these lands of 25.00 sq. m, and each should not cost more than Rs. 80,000/- per tenement. Cost of Construction = 25000 x 80000 = 200.00 Crore This should be developed on 30 Hectares of land. Remaining 5.30 Ha. be allowed as open space and amenity space. 3.60 Ha. as open space and balance 1.70 Ha. Allowed to be developed as low cost shopping. 2000 shops of 6.00 Sq.M. area may be constructed at a cost 2000 X 6 Sq.M. X Rs. 2000 per Sq.M. = Rs. 2.40 Crores Development of Garden on 3.60 Ha, area at Rs. 1.00 Crores per Ha. = Rs.3.60 Crores Infrastructure including Roads, water supply, Street lighting and Drainage = Rs.14.00 Crores. Add Cost of Transit accommodation will be Rs.10.00 Crores


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Thus the Total Cost wil be Rs. 230/- Crores This will benefit 125000 population and 4000 workers in informal sector including Tapariwallas, Veg.

Vadors etc.

5.6. Development On Private Lands

The Municipal Corporation survey had indicated that before Jan 95, slums had come up on

about 42-hectare area of lands at different locations. In this project 10% land will have to be set aside

for open spaces and remaining 90% will be available for redevelopment Per Hectare.

Computation are as follows.

Particulars Quantity Area 10000 sq.m

10% O.S 1000 sq.m. Buildable 9000 sq.m. F.S.I. 2.5 225000 sq.m

Slum tenements per Hectare = 360

Area of construction = 25.00 sq.m. Total B.U. Area = 9000 sq.m. Cost of Construction = 9000 X 4000 = 3.60 Crores Saleable Component = 13500 sq.m Cost Construction = 13500 X 5000 = 6.75 Crores Add Cost of land = 1.00 Crores Add Cost of construction = Of slum tenements Total = 11.35 Crores Interest payable for 2 years @ 12.5% = 2.84 Crores Total cost = 14.19 Crores Add Profit at 15% = 2.13 Crores Allowable Realization by Private builders = 16.32 Crores If he sells at Rs. 11500/- (after 2 years) Sale Proceed = 11500 X 13500 = 15.52 corres Hence loss = 16.32 Crores -15.52 crores = 0.80/- crores Allow cost for temporary shifting of Rs. 0.20 crores for two years for 360 tenements. Hence total loss = 1.00 Crores per hectare. Total area being 42.00 Ha, total loss of Rs. 42.00 crores may be funded as financial assistance under JN-NURM. Hence the Total Cost of this component will be Rs. 230 + Rs. 42.00 Crores = Rs. 272 Crores.

Costing of this components and phasing is as under

Components 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Total

25000 Houses on Govt. and Municipal Land In Slum areas

2.00 23.00 35.00 50.00 60.00 55.00 225.00

15000 Houses on Private Land in Slum areas Providing Basic Amenities to Slum Dwellers

1.00 12.00 9.00 10.00 10.00 5.00 47.00

Housing for Urban Poor 3.00 35.00 44.00 60.00 70.00 60.00 272.00

This is a very significant part of CDP as it aims at delivery of services and shelters to the Urban Poor through Municipal & private sector participation. A suggestion of this component on similar lines has also come from promoters and builders Association of Nashik.

This will create 40000 tenements and 2000 low cost shops, which will benefit 2.00 lakh slum dwellers and 4000 workers from the informal sector. Remaining surplus tenements will be useful as night shelters for migrant population or tourists.

It is the cherished dream of the citizens of Nashik to make Nashik “A CITY WITHOUT SLUMS”


121

6. Traffic And Transportation Planning 6.1. General Traffic and Transportation planning is an important aspect

of preparing Development plan, particularly of Metropolitan

Cities and while formulating the proposals of sanctioned

D.P. the sub group headed by expert Traffic planner was

formed and various traffic surveys were carried out. They

included peak hour traffic count, origin and destination

surveys, in addition to assessment of volume of regional

traffic. The input in the studies was provided by RTO,

MSRTC, Railways etc. Important recommendations

included upgrading of National and state highways with service roads, major district roads, and village

roads passing through the Nashik Municipal Corporation. In addition to this the existing road network

was examined and was co-related with the expected future pattern of city growth; based on population

projection and land use zoning and hierarchy of road system, major traffic arterial roads, radial roads,

middle and outer ring roads.

6.2. Roads And Transport Good roads are the good image of the city. NMC is trying hard to improve the quality of roads.

Nashik City consists of one national highway and seven state highways. The city is provided with many

roads having a width of 30-60 m. This is a sign of development of the city.

The occasion of Sinhastha has also given a bridal look to important roads of the city. The

construction of roads and bridges, expansion of roads, concreting of roads, systematic construction of

speed breakers, development of islands etc. have been done in order to given a beautiful look and to

reduce congestion and avoid accidents. In order to control traffic congestion, many roads are widened.

Apart from construction of roads due thought was given to road illumination, signaling system etc. Entry

points in the city were beautified by erecting permanent concrete Gateways. Road signs were

modernized and tourists and pilgrims were kept well informed as to how to move about to their places of

interest.

6.3. Details Of Roads There are 535 km of roads proposed in D.P. out of which 298 km roads are developed so far.

6.3.1. Existing status of the NMC roads WBM Roads - 430 km

Tarred roads - 1282 km

Concrete roads - 262 kms

These road lengths includes DP road as well as colony roads.

Along with above, for the occasion of Sinhastha, 13 number of bridges have been constructed and one

flyover work at Nashik Road is completed. As the population of city goes on increasing, on par with this,

needs of services to travel from one place to another also goes on increasing. Different ways of

transportation available in Nashik are road ways and railway. The prominent roadways, have improved a

lot of things in the last one year. The state transport provides buses to the city. There is one depot and

170 number of buses provided to Nashikites for their service and it travels to sixteen routes around

Nashik. The following table shows the details of transport services in NMC area.


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6.3.2. Details of Transport services provided by MSRTC during 2005

No. Item Quantity 1 No. of buses 185 No. 2 No. of depots 2 No. 3 No of routs 346 No. 4 No of passengers traveling per day 1.40 lakh 5 Distance traveled by buses per day 225 Km 6 Diesel consumed per day 8700 Lit. 7 Revenue per day Rs. 6-6.5 lakh 8 No. of employees 1120 No.

Nashik city has facility of daily taxi services for 24 hours to different places like Mumbai, Dindori-Wani,

Kasara and Shirdi. Apart from Govt. bus services, the city also provides private bus facility on different

routs. Good bus facility is available for within city limit traveling. Apart from this autos are also available

at affordable rate for movement of people within the city. Recently six seaters are also plying on roads of

Nashik.

Increase in urbanization has also increased the number of vehicles plying on the roads of Nashik. As

par previous data it is seen that, approximately forty five to fifty thousand vehicles get registered every

year.

6.3.3. Number of individual vehicles Registered

Vehicle type Number Two Wheelers 245567 Cars 31387 Jepes 20147 Taxies 3030 Rickshaws 24102 Ambulance 182 Trucks 488 Tankers 16 Delivery Vans (Four Wheeler) 1129 Three Wheelers 224 Tracters 1291 Trailers 949 Others 12 Total 328524

(Source : R.T.O Nashik) 6.3.4. Number of individual vehicles Registered Per Year.

Vehicle type 1998- 1999

1999- 2000

2000- 2001

2001- 2002

2002- 2003

2003- 2004

Buses 16 - 11 - - - Tracks/Jeep 1682 1771 1623 2462 1176 1033 Two Wheeler 23435 27882 31616 32231 33827 37522 Auto Rickshaw 2664 2045 1448 1483 1573 3341 Four Wheeler 1579 2486 2683 1722 2849 9105 (Light) Transport 737 885 929 984 1129 768 Others 2757 2713 4910 6287 3181 606 Total 32880 37782 42220 45169 43735 52375

(Source – R.T.O., Nashik) About 52375 numbers of vehicles have been registered in the year 2003-2004 in Nashik limits.

Data shows the increasing trend in registration. In the year 2004-2005 there is an increase of 19.83%

and in the year 2005-2006 the increase is 44.03%. Vehicle population in the year 2004-05 was 62825

and it is 90487 in the year 2005-06. Assuming average 10 km run of the vehicles vehicular traffic is


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having 904870 vehicle km run. Assuming about 2000 km road length average vehicle density per day calculates to 45 vehicles per km per day. However, the peak density can reach to 450 vehicles per day per km. In busy hours on selected roads it may reach to 1350 vehicles per km. 6.4. Projects Proposed Under Jnnurm a) D. P. Roads Development - Nashik Municipal Corporation has formulated an integrated road

development project in two phases of which the first phase is presently ongoing and included the

construction of 10 roads with a total length of 21.8 km. It is proposed to under take development of 265

km roads including establishment of missing links necessary bridges, culvert and CD works as per

Development Plan in Phase-I. costing Rs.573.06 Crores. b) Junction Improvement Scheme

Under this scheme heavily crowded traffic junction at Ravivar Karanja have been selected and

plans and estimates have been prepared by NMC. Costing Rs. 6 Crores. c) Feasibility Study of high capacity mass transport rout : NMC is keen to undertake a high capacity mass transport route along the alignment of right bank canal

which passes generally in straight direction and touches important work centers at Nashik city, and

sufficiently large width is available for use as a major traffic artery. It is proposed to undertake techno-

economic feasibility study at a cost of Rs. 3.00 crores. d) Street Lighting & Traffic Signals – For providing Street Lighting at 30m center to center and

adequate traffic signals the estimated cost is Rs.23.00 Cr

Costing of Phase-I components and phasing is as under -


DP Road Development 50.15 106.00 104.00 104.00 104.00 104.91 573.06 Junction improvement scheme at R.K.

0.00 0.00 2.00 2.00 2.00 0.00 6.00

Metro Link on the Viable Roads,Technoeconomic feasibility

0.00 1.00 2.00 0.00 0.00 0.00 3.00

Street lighting & Signals 1.00 4.00 4.00 4.00 5.00 5.00 23.00 Traffic and Transportation

51.15 111 112 110 111 109.91 605.06

Considering the development of city after 2016 and the expected growth trends the cost of roads required will be Rs. 260 Cr.


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6.7.1. Proposals of National Highway authoirity

Four laning of NH-3 as it passes through Municipal

council limits alongwith series of fly overs on important

road junctions have been proposed by N.H. authority,

which are to be developed on BOT basis at an estimated

cost of Rs.330 crores, for total length of 21 km within

Corporation limits. This component is not included in the

cost of CDP for funding.MSRTC is separately taking

steps to augment available Bus fleet which presently is

severely inadequate for a population of nearly 15 lakhs at present. MSRTC has prepared a separate

CDP. They have covered the city public transport part. It is a support organization of the state

government working in the City limits. There is no budgetary provision in the NMC budget towards city

transport. CDP from NMC will act as part of Overall city development plan. MSRTC will contribute to

the extent of 30% of the tentative plan cost of Rs. 128 Crores. The MSRTC have prepared the

separate vision document and is submitted as under.

6.8 Proposal For City Bus Service By MSRTC 1. Transportation 1.1 Introduction

Maharashtra State Road Transport Corporation is the one & only biggest organization of public

transport working under Maharashtra Government.

The organization has 15080 buses of its own. It daily runs about 50 lakhs kilometers, nearly 60

lakhs passengers travel per day through S.T. buses.

The S.T. buses cover the whole of Maharastr, from the western sea shore, to eastern Nanded,

Nagpur & Bhandara at M.P. border, and upto Karnataka State, even covering the hilly areas. It is our

motto, “WHERE THERE IS A VILLAGE THERE IS A S.T.BUS “. We can say that where there is a road

there will be a S.T. bus.

M.S.R.T. Corporation has relentlessly and honestly performing its public services. Thus S.T.

has been performing the prime role of interlinking the Nation and its citizen through its vast network of

service.

The additional service provided by S.T. is to run the City Transport, viz. in Satara, Sangali,

Kolhapur, Dhule, Nagpur, etc. In Nashik, which is a very popular holy place & famous for its Sinhasta

Kumbhmela, the city transport is run by M.S.R.T.C. Since 1952, M.S.R.T.C. has a holding of 185 buses

to run the city transport.

It is a prime responsibility of NMC to run the city transport. There are more requirements of

buses considering the vast expansion of the city and growth in its population. The M.S.R.T.C. runs the

city transport very judiciously with a very small strength of vehicles. It has borne a cumulative loss of

about Rs.5 crores till date.

City transport service needs to be revitalised with the introduction of new environmental friendly

new buses, expansion of fleet, and by improving the infrastructure facilities such bus shelters, bus

depots, modern maintainance workshops, and in a long term view there is a need for improved roads for

running of rapid tranit system.

In the city of Nashik, M.S.R.T.C. has various establishments & vacant land for expanding its

facilities. The existing facilities are as under:


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1) DIVISIONAL WORKSHOP: Used for reconditioning & major engine repairs of vehicles.

2) DEPOT NO.1: Used for daily repairs & maintenance of vehicles, which ply goes outside the Nashik division.

3) DEPOT NO.2: Used for carrying out daily repairs & maintenance of city buses.

4) Bus Stations: A) Main Bus Station (Old): for vehicles going to Maharashtra & Vidarbha & city operation.

B) Central Bus Station (New): For vehicles going towards Pune, Aurangabad, etc.

C) Mahamarg Bus Station: For vehicles going towards Mumbai, Alibag, Solapur Divi.

D) Nimani Bus Station: For internal main city operation.

2. Developmental goals:

Focused attention is required for the development of infrastructural facilities for the Public

Transport sytem of the city. Renovating the infrastructure facilities & running new CNG buses can

achieve improvement in the city bus service. Some of the proposals are:

1. Environmental issues such as pollution and conservation of natural oil & gas, it is proposed that

the new city buses to be operated on CN Gas only.

2. C.N.G. pumps need to be constructed in city depots.

3. Modernization of the maintainance workshops and bus depots.

4. Better facilities, clean and hygienic environment, for the bus passengers and organization staff,

at all the bus terminus. Better bus shelters, designed with the street furniture and streetscape

in mind.

3. Detailed planning: A) City Transportation:

1. Existing population of city- 15 lakhs.

2. Actual requirement of S.T. Buses to run the city operation-300 buses.

3. Existing strength of Buses- 185 Buses.

4. Working capacity of a Bus – 10 years + 2 years after reconditioning.

5. Existing vehicles will have to be scrapped & New to be brought:

Year Existing Buses to be scrapped

New Buses to brought

2006-07 37 50 2007-08 40 50 2008-09 40 50 2009-10 40 50 2010-11 28 50 2011-12 00 50

Total 185 300

6. Costing for New Bus

Cost Rs. 20 lakh per vehicle i.e.

300*15 lakh= Rs.4500 lakhs- without escalation

300*20 lakh = Rs. 6000 lakhs- with escalation


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B) Infrastructure Facilities: It is planned for a period of 20-25 years (with 5 yearly updates) and considering population of 37

lakhs in the year 2031.

1) City pickup sheds: Rs.150 lakhs: Considering increasing expansion of city, it is proposed to have 250 pick up sheds at various

places in the city with modern aspect.

2) Central Bus Station (Old)- Rs. 160 lakhs. This is the bus station centrally located in the city from where the city buses are departed to

various place. Now it is proposed to renovate the bus station with modern face with all required

passenger amenities such as Internet ATM, STD, snack bars, and cleaned toilets.

3) Panjarpol Bus Station – Rs.200 lakh: On the highway towards Aurangabad near Adgaon, it is proposed to have such a big bus

station with all required facilities, in view to future requirement.

4) Satpur City Depot No.2: Rs.350 lakh: - Near Ambad MIDC on link road, considering expansion of city and increasing requirement, it is

proposed to have second depot for city operation with commercial complex infrastructure and

C.N. Gas pump.

5) Nimani Bus Station: Rs. 100 lakh:- This is a city bus station operating traffic for north of city requires renovating the building with

commercial complex and passenger amenities.

6) Nashik Road Bus Station: Rs. 100 lakh :- To connect railways, the existing bus station located near railways station on Nashik Road

needs to renovate this building with commercial complex and modern face.

7) Panchawati Depot 2 : Rs.400 lakh: This is the existing city depot & workshop where daily cleaning and maintenance of city buses

are done. This depot needs to be renovated with modern machinery, infrastructure,

computerization and C.N.Gas Pump.

8) Satpur Bus Satation: Rs 80 lakh: To connect MIDC residential area with city the existing bus station needs to renovate with

modern look.

9) Mela Bus Station (New):Rs.300 lakh:

In the vacant land near new central bus station required additional platform. It is proposed to

construct additional bus station with garden and all passenger amenities.

10) Depot No.1 and Divisional Office: Rs.500 lakh:

Fully interlinked computerization between division office and depot bus stations is proposed

including renovating the building a C.N.Gas pump is required in depot.

11) Mahamarg Bus Station : Rs. 600 lakh: A new central bus station with commercial complex and all modern passengers facilities is

required at this place.

12) Divisional workshop : Rs. 800 lakh: In view to future requirement the latest machinery is required to installed so it is proposed to

renovate the premises with concreting gardening constructing I.H. Tenements, T.R.Plants and

C.N. Gas pumps.


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13) Deolali (Nashikroad) Proposed B/S & Depot : Rs. 1600 lakh: In view of further Kumbhamela and increasing requirement the new bus station and depot with

all required passenger amenities including commercial complex with modern face needs to

construct.

14) Deolali Camp : Rs. 50 lakh: Needs to renovate bus station with garden etc.

15) Bhagur Bus Station : Rs.70 lakh: A new bus station with all requirements with commercial complex required at this place.

4. Year Wise Breakup For Construction (Rs. In Lakhs)

YEAR SR.NO

NAME

06-07 07-08 08-09 09-10 10-11 11-12 12-13 TOTAL 1 City Pickup Sheds 20 25 30 35 15 14 11 150 2 C.B.S.(old) 30 25 25 30 20 20 10 160 3 Panjarpool B/S 60 40 30 30 20 10 10 200 4 Satpur City Depot 100 80 70 60 20 10 10 350 5 Nimani B/S 60 30 20 20 10 5 5 150 6 Nashikroad B/S 40 20 10 10 10 5 5 100 7 Panchavati Depot 2 150 80 20 60 30 30 30 400 8 Satpur B/S 30 10 10 10 10 5 5 80 9 Mela B/S (NEW) 100 60 60 40 20 10 10 300 10 Divil. Off. & Depot 1 200 100 60 40 40 30 30 500 11 Mahamarg B/S 250 100 80 70 60 20 20 600 12 Divil.Workshop 100 100 100 150 150 100 100 800 13 Deolali NSKRD B/S 200 300 200 200 200 300 200 1600 14 Deolali Camp.B/S 15 20 10 10 5 5 5 70 15 Bhagur B/S 15 20 10 10 5 5 5 70

TOTAL 1375 1000 730 770 615 569 451 5510

As stated above the amount comes to Rs. 55.10 Cr. Is considered on current D.S.R. rate.

Though the works are to be carried out within 7 years and is to be completed before the next

Kumbhamela, the escalation is considered and the amount comes to Rs. 67.98 Cr. as given below :

06-07 07-08 08-09 09-10 10-11 11-12 12-13 TOTAL

Estimated Expenditure consider on current rates

1375 1000 730 770 615 569 451 5510

Estimated Expenditure consider escalation during 7 years span

1375 1100 886 1001 861 853.10 721.60 6798.10

Thus the total estimated expenditure comes to Rs. 128.00 cr. 5. Conclusion

The M.S.R.T.C. plays a major role in the urban renewal and development of Nashik City. The

total estimated expenditure towards the implementation of its stated objectives would be Rs. 128.00 Cr. As per JNNRUM mission strategy, 70% of this required grant will be allotted by Central Govt. &

remaining 30 % will be managed by Organization itself.


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7. Urban Renewal, Heritage & Conservation of City Core

7.1. Introduction One of the major thrusts of JNNURM is urban renewal. Urban renewal a concept in the post

World War II era, initially referred to slum clearance and housing in blighted areas but has evolved into a

multi-dimensional concept. Urban renewal is a combination of the process of rehabilitation, conservation

and redevelopment. It is the nature of ‘decay’ that detrmines the strategy to be adopted: rehabilitation,

conservation or redevelopment or a combination of them. Apart from creation of infrastucture, provision

of social and civic amenities, road widening and traffic regulation, it would also include improving the

living environment and visual appearance in ‘old areas’, preservation of of historical monuments/areas,

and the conservation of the river fronts.

7.2. Nashik Urban Core The old city of Nasik, which developed on the banks of the Godavari River, can be divided into

two major areas. The river, which turns south at this point, cuts across the old city core and divides it

into east side (left bank) of Godavari, where the many of the temples and bathing ghats are located, and

the west side (right bank), where the old residential areas, shopping streets of the old city, and some of

the temples and heritage buildings are located.

7.3. The West Side (Right Bank) Old City Core This area has been designated in the developmet plan as ‘gaothan’ and marked as congested

area. Some parts are fully in the commercial zone, while the others are residential zone. The major

primary road in this area is popularly known as the ‘Main Road’ (G.H.Deshpand Road), and there are

secondary roads going down from it towards the river such as Bohar Patti- Saraf Kapad Bazaar Road

leading to Ram Setu footbridge, Sawarkar Road leading to Gadge Maharaj Bridge, and the Bhadrakali

Road. There are other tertiary roads such as the ‘Phool Galli’ (Jijatmata Road). Then there are smaller

stepped pathways leading into the residential areas. The residences are one to two storyed buildings

with common walls and inner court, constructed of stone, exposed bricks, and carved wooden

framework. The house belonging to the Pehwas, known, as the ‘Sarkar Wada’ and other ‘Wada’ type of

housing are located in this area, some of which are listed under heritage structures.

7.3.1. Conservation Of Wada’s The ‘Wada’s’ such as the Sarkar Wada, Raje Bhadder Wada, Pardeshi Wada, Jathar Wada,

Mirajkar Wada, and the Bhalerao Pawar Wada, are ‘heritage structures’ either Government owned or

privately owned, but as a part of urban rejuvenation, the areas around and leading to the buildings can

be revitalized as a part of urban renewal.

The ‘Sarkar Wada’ is in a derilict shape and needs immediate goverment attention, and the physical

state of the privately owned Wada’s needs to be ascertained. These sites can possibly be adopted, and

the owners given assistance (technical and financial) in maintaining their property. Feasibility of

‘Heritage Walks’ with pedestrianization of the walk, with appropriate street furniture and landscaping,

needs to be strategically thought of.

7.3.2. Revitalizing The Old Shopping Streets The land-use pattern has been changing in core area, especially along the shopping streets in

the last two decades. The original streets had shops on the ground floor with residences above and at

the rear. Over a period of time these have got converted into offices/shops/godowns. The new


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developments, which involve razing the old structure and building a new structure as per the proposed

road widening line, are essentially shopping complexes. These are viable since the building byelaws

permit an F.S.I. of 2 in gaothan areas. The byelaws, while allowing the streets to be widened, are again

putting more pressure on the infrastructure and services because of more intense developments,

leading to congestion and strain on infrastructure. Even after widening, which will only happen after all

buildings are eventually rebuilt, the traffic congestion problem will not be solved. It might be a better

solution to develop ‘pedestrian shopping streets’, properly designed with street furniture and

landscaping. Vehicle parking will needs to be provided.

The old residential areas on the secondary and tertiary streets will need up gradation of water supply,

drainage, and storm water system to enhance the living environment.

7.4. The Main Road – The Old Shopping Street The G H Deshpande road, popularly known as the ‘Main Road’, has always been the major

shopping destination of the Nashik citizen. Even though new shopping areas have developed over a

period of time, such as the M G Road and Shivaji Road initially, and presently the College Road, the

Main Road still caters to the needs of the needs of the local as well as the floating population of

adjoining villages and religious tourists. It is proposed to realign and widen the Main Road to improve

the environment for shoppers and pedestrians. Vehicular traffic will also have to be curtailed if it is work

as a proper shopping street. A proper also needs to be worked out for the roadside vendors and

hawkers. There is a scope for working out a proper street design with street furniture, shop signage, and

enhancement of building facades. This aspects needs to be studied in detail.

7.5. New Shoping Complex To Decongest Old Areas The NMC has further evolved a strategy to relieve the pressure on the commercial areas of the

old city core by developing commercial complex on land owned by it on the fringes of the old city core.

This land, admeasuring about 10000 sqm at Dwarka junction and 10000 sqm at other similar locations

are in the commercial zone in the Development Plan. To develop shopping complex of 20000 sqm @

Rs. 7000/sqm expenditure of Rs.14 crores however as it is commercial proposal this cost will be

considered under PPP components.

7.6. Stables Relocation

Stables existing in the residential areas of the old city are a great source of nuisance and

pollution, and they need to be shifted on priority basis. In Development Plan following sites are reserved

for stables.

Site Number Area in sqm

273 127400 274 60000 404 100000 420 200000

Total = 487400

To develop 487400 sqm @ Rs.150/sqm expenditure of Rs.7.31 say Rs.7.50 Crores is

expected. However as it is commercial proposal this cost will be considered under PPP components.


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8. Godavari River Front Developments

8.1. Introduction ‘River’ or “water” is one of the five life sustaining elements of nature i.e. the

‘Panchamahabhutas’. River according to legends represents an interface between the land (the living

world) and heaven. The physical transition from land to water is symbolically associated with the

passage from life to death or eternal life thereafter. It is on the river sides and the water sheds of rivers

where farms, cities. Industries, utilities have patterened themselves. Here man’s historical works and

architectural lecgacies can be found. Thus the river front i.e. the land water interface has been a

significant component in the settlement morphology perfecting its urbanistic idiom over time.

The Godavari River originates at Trimbakeshwar and after crossing Gangapur it reaches the city of

Nashik. There seems to have been two instances when a comprehensive approach and large scale

coordinated actions seems to have taken place in this region. There are 24 Tirthas that date back to the

times of Ramayan and those of “Dashvavataras” which have charged the strech of the river between

Govardhan and Tapovan with holy significance. This is believed to be the first attempt at an overall

comprehension of the river as the chief life sustaining element of the basin and successfully surrounding

it with the mythical aura to ensure its purity and sanctity. The second attempt which is recorded

historically is that during the later half of the 18th century, i.e. when the Peshwas concentrated their

wealth and energies in giving physical form to those myths and legends that have survived over the

millennia. What is seen today as ghats, temples, rituals and festivals is largely alegacy of about 200

years whose roots go back to about 2000 years. It is this continuity which is engendered today by the

onslaught of modern urbanism and piece-meal action, lack of a complete and comprehensive approach

to the cultural continuum, and lastly a complete lack of awarness of the priceless heritage among the

owners and users of the Godavari.

The Godavari river flows west to east from the Gharpure ghats upto Victoria Bridge and then its

turns south upto Ghatge Maharaj Bridge, and turns east once again. The stretch form Gharpure ghats to

Victoria Bridge is very scenic with vegetation on both banks of the river, while the stretch after the

Victoria Bridge upto Ghatge Maharaj Bridge has a religious flavour with Bathing places known as

‘kunds’, ‘tirthas’, temples, and other buildings, on both the banks of the river. The left bank side of the

old city core lies around this second strech of the river. The riverbanks being developed for recreation

are the GODA PARK and the LAXMAN PARK, while the ‘RIVER FRONT DEVELOPMENT’ is proposed

for the bathing kund area. AFFORESTATION along the 21 Kms. strech of Godavari flowing within the

municipal area would improve the entire eco-system.

.

8.2. Godavari River Front Development Scheme The stretch of the river passing through the old city core is where the majority of the religious

activities take place and it is on this stretch that the majority of the temples are located. The activities on

the ghats are varied. There are religious activities such as performance of the last rites, then commercial

activities such as te vegetable market and hawkers selling religious arcticles, social activity such as

lectures on the Yashvant Rao Maharaj Patangan, dhobhi ghats for washing of clothes, etc. While these

are daily activities, it is during the Kumbhmela, which is held every 12 years, that the devotees, pilgrims

and Sadhus come in very large number, in a year long occasion. However, during Parvani period the

number visitors are unimaginable. In the last Kumbhmela in 2003 -04 the rush on a single day was


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noted to be more than 50 lakhs. In the next Kumbhmela it is likely that the rush would be more than 75

laks on a parvani day. This kind of rush can result in stampede and has to be planned for. City

administration plans to be prepared for this event and for this purpose some of the permanent type of

structures are proposed in the CDP to be taken up by NMC as part of the River Front Development.

During Kumbhamela times, there is extreme congestion on the banks of River Godavari and particularly

near Ramkund. This activity needs to be dispersed over larger area and about 15 km stretch along both

banks of Godavari River need to be developed with Ghats, Gardens and parking spaces,so that

essentially the area I more pedestrian oriented. Monitoring control Towers may also be developed as a

safety measure, during the time of the Kumbhmela. The estimate is as under -

Proposals Quantity Rate Amount

River Front , ghat and parking Development 15 km Rs.1.00 Cr/km 15.00 Monitoring Towers in Holy stretch 10 nos. Rs.0.30 Cr/no 3.00 Small bridges / cause ways in holy stretch 10 nos Rs.0.50 Cr/no 5.00

Total = 23.00

8.3. Heritage & Conservation Of The Godavari River Front The Godavari riverfront abounds in heritage sites, with about 10 temples listed under heritage

protection. These are tangible assets, while the intangible assets are the religious and traditional values,

historic value, architectural value, and archeological value. The urban renewal process of the areas

around these structures can be the starting point of developing the riverfront for international religious

tourism. Also there is scope for building a Heritage Exhibition cum research place with guest house for

visiting scholars and maybe a Vedic Research Center.

8.3.1. Heritage Walks Heritage walks, integrating the various temples, kunds, and thrithas, can be planned for not

only religious tourism, but also for for other interested groups. Heritage walks are one of the best urban renewal tools available to planners since they not just entail widening of roads, but also neccessiate a comprehensive plan of areas in respect of pedestrians, vechicles, parking, street furniture, and streetscape-aesthetics. The Godavari River front is unique in the sense that the

heritage structures are not forgotten and dead part of history, but they are as alive today as they were

200 years ago, and used for the same purpose for which they were built for then but less sensitivity.

The Exhibition Centre can be planned as the starting point of this walk. This walk is nearly 10 km in

length (10000 m x 6 m = 60000 sqm) and to develop this @ Rs.2000/sqm the expenditure of Rs.12.00 Crores is expected. 8.3.2. Ramkund –The Focal Point

The Ramkund is focal point of activity, especially during the Kumhmela. This is the holiest spot

in Nashik, and it is believed to be the place where Sri Ram used to bathe. It contains bone dissolving or

‘Asthi Vilaya Tirtha’.There are five main roads leading to this area and in context of long-term planning, it

is vital to realign and broaden these roads leading to the Ramkund.

8.4. Shifting Of The Vegetable Market

The vegetable market on the Ghats not only creates congestion, but also leads to an

unhygienic environment. Also, this activity impinges upon the ‘religious zone’ of this sacred place. It

needs to be formalized and a proper market place needs to be established. The NMC has decided to

develop a vegetable market near the Gadge Maharaj dharmashala, for which purpose it has reserved a

site (site no. 444 on DP), admeasuring an area of 8800 sqm. This will enable the shifting of the


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vegetable market from the riverfront bathing ghat areas and allow for better design and utilization of

space, and heritage conservation of the riverfront.

8.5. Transit Housing And Night Shelters During the Kumbhamela, which occurs once in 12 years and on Parvani days almost 30 lakh

influx of floating population is expected to be taken care of, for which the Central and State Government

will have to invest very large funds, mostly for temporary conveniences. Nashik Municipal Corporation

proposes to acquire permanently about 100 hectares of land, in addition to about 21 hectares already

acquired. These lands will remain idle for almost 11 years except during sinhasth years. It is

recommended that at least 16 hectares of land be developed as Kumbhmella Township of permanent

nature, which during other times may be used for other purposes like transit housing for slum dwellers

during period of slum redevelopment, and night shelters at nominal costs for migrant population. In such

areas, toilet blocks should be developed as “Common toilet facilities” so that these can used by pilgrims

during the Sinhastha festival. The proposals is as under

Night Shelter Sheds - 3nos x 30m x 50m = 4500 sqm @ Rs. 3000/sqm = Rs.1.35 Cr. Toilet Blocks 12 Blocks @ Rs. 10 lakhs / block = Rs 1.20 Cr. (Each containing 7 WC & 2 baths) Basic services infrastructure Lumsum = Rs.0.45 Cr.. (Water supply, drainage street lights) -------------------------

Rs.3.00 Cr.

8.6 Bank protection, River Conservation cum Recreational Development - Goda Park And Laxman Park Recreation, as the term implies refreshes and reanimates

the strength and spirit. Parks are an area of land set aside

for public recreation or conservation of natural resources.

While Nashik does not have a big park like the Cubbon

Park of Bangalore, or the Hyde Park Of London, or the

Central Park of New York, it has the river and the land at

sides of it. The river Godavari is a major recreational and

environmental asset of Nashik, apart from its religious

significance. Water is the life giving comonent of nature, and has a strong psychological impact on man. A

park on the river front brings man back in touch with nature. Additionally, the environmentalists have

realized the necessity of development of riverbanks and converting the waterfronts into recreational areas,

which helps to conserve the water bodies. Keeping this aspect in mind, about 3 km long stretch of

Godavari left Bank has been recently developed by the NMC at a cost of 7.50 crores. Second phase of

the project shall be undertaken shortly and the estimated cost is about Rs. 9.00 Cr. Near Waghadi River

another Park is proposed as LAXMAN PARK at the confluence of Godavari and Waghadi Rivers. The

estimated cost of this project is Rs. 8 crores. Total estimated cost of Goda Park and Laxman Park is Rs. 17.00 crores.


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Phasing of Costing of this components and phasing is as under –


River front , Ghat development etc.

1.00 2.00 4.00 10.00 4.00 2.00 23.00

Heritage walk 0.00 3.00 3.00 2.00 2.00 2.00 12.00 Bank protection works. (Goda Park, Laxman Park)

2.00 3.00 3.00 3.00 3.00 3.00 17.00

Night shelter, Transit accommodation

0.00 0.00 0.00 1.00 1.00 1.00 3.00

Total 3.00 8.00 10.00 16.00 10.00 8.00 55.00

Costing & Phasing of PPP works : Components 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Total

New shopping centers-PPP

0.00 1.00 3.00 4.00 4.00 2.00 14.00

Shifting of stables – PPP

0.00 0.00 2.00 2.00 2.00 1.50 7.50

Total 0.00 1.00 5.00 6.00 6.00 3.50 21.50

9. MISCELLANEOUS WORKS 1. Proposals 1.1. Sports Complex, Stadium and Drama Theatres

Site No. 294 admeasuring about 21.00 hectares is reserved in the sanctioned D.P. of Nashik

City and large part of the same is already in possession of NMC. This site needs to be fully developed

as full-fledged Covered stadium with all amenities such as illumination at night with flood lights, etc., and

the estimated cost is about Rs.40.00 crores.

1.2. Tree Plantation And Social Forestry While giving development permission u/s 47 of the Maharashtra Regional and Town Planning

Act 1966, the NMC imposes conditions regarding no. Of trees to be planted, depending on the area of

land under development. This condition is not observed strictly while giving occupation certificate and

practice needs to be introduced to strictly comply with tree plantation requirement. In addition hill tops

and hill slopes on Government, Municipal and private lands should be utilized for social forestry and

some incentive should be provided for this purpose. A token provision of Rs. 5.00 crores is proposed

for this component.

During the course of preparation of the CDP, meetings with various Stakeholders were

arranged and during the discussions with them they have pointed out some valid suggestions to be

incorporated in the CDP. Similarly General Body meeting of the Corporators presided over by the

Mayor has given some additional viewpoints towards the development of Nashik City in future 20-25

years. Basic assumptions remaining the same, some of the works, which were not initially included in

the CDP and were suggested by the Corporators, have now been included in CDP.


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Various members suggested the inclusion of following items during the discussions on the

issue of draft CDP presented by NMC Officials. Most of the things are related to Corporation works

regarding providing facilities to the Industrial Sector. As per suggestion the following works are included

in CDP but on PPP basis –

a) Development of Sports Complex and Drama Theater NMC has developed two sports complex but to provide a modern facilities it is proposed to

undertake the work under CDP costing Rs.10 Crores. Also there is a site for Drama theater in Nashik Road area where a Drama Theater of capacity

1500 seats is proposed for which estimated cost will be Rs. 30 Crores. b) Development of Reservation sites

There are 524 reservation in development plans which are to be developed in Phase wise

manner. It is proposed to develop 133 ha. Of reserved land which will cost Rs.20 Crores

c) City Park To provide a picnic destination to the citizens it is proposed to develop a city park on 20 ha

land at rate Rs. 250 / sqm the cost will be Rs. 5 Crores. d) Scrap Yard

As a need of Industrial area the scrap yard is to be develop in the 40 ha. Land the cost will be

Rs.10 Crores. e) Automobile Hub As Nashik is the favourite investment destination for the Automobile manufacturers a provision

is made in CDP to develop a special industrial zone called automobile hub on 200 Ha. Of land. The

development cost will be Rs. 30 Crores. f) Training Center To built the capacity of Municipal Staff it is required to provide proper training from time to time

and therefore it is proposed to develop a training center costing Rs.13 Crores. g) Public Toilet and urinals As a growing city and a tourist destination it is required to provide public toilet and urinals

facilities at several places in a city. A provision of Rs. 10 crores is made in CDP.

h) Agrobase Industrial zone As there is a huge potential of agricultural produce around the Nashik city it is proposed to

develop a agricultural product base industrial zone on 133 hec. Of land. It will cost Rs. 20 Crores. i) I.T/B.T Parks To explore the potential of Nashik in information technology as well as bio technology

industries it is proposed to develop IT/BT park under 400 Ha. Land. The cost will be Rs. 60 Crores. j) Fire Brigade Service To cater the fire safety and safety from hazards it is proposed to renewate and strengthen the

fire fighting services of NMC. The project cost will be Rs.10 Crores. k) Computerization and e-governance To have a transparent efficient and userfriendly administration it is proposed that the activities

NMC are to be computerized. It is also to established a citizen facilities centers for discharging various

activities. Also as per the reformed manded the activities Double Entry Accounting System, Property

Tax, Water Tax Reforms are to be computerized. The abstract of this component is as follows –


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Sr. No Item Cost Rs. In Crores

1 Hardware purchase 2.00

2 Software Purchase (GIS, Double Entry, HR Management & File Tracking)

12.00

3 Networking 2.00

4 Property Tax 5.00

5 Water Tax 2.00

6 GPS 2.00

7 Citizens facilities centers (CFC) 5.00

Total = 30.00

As this components is not admissible under NURM it is proposed in Municipal funds.

COST ABSTRACT OF MISCELLANEOUS WORKS

Items Amount (In Crores)

To be funded under PPP or NMC fund Sport stadium complex & Drama Theater 40.00 Development of various reservation sites and Millennium-city site development.

20.00

Development of City Park (20Ha) 5.00 Development of Scrap yard (40 Ha) 10.00 Development of Automobile Hub reservation 200 (Ha) 30.00 Development of Training center for Municipal staff 13.00 Development of Agro-base industrial area 20.00 Development of IT/BT reserved sector (400 Ha) 60.00 Computerisation and e-governanace 30.00 Development of shoping complexs 14.00 Public toilets and urinals 10.00

Total PPP = 252.00 To be funded under NURM Social forestry 5.00 Renovation of fire brigade services 10.00

Total under NURM = 15.00

PHASING OF PHASE-I WORKS


Social forestry 0.00 1.00 2.00 2.00 0.00 0.00 5.00

Renovation of fire brigade services

0.00 4.00 3.00 3.00 0.00 0.00 10.00

Total 0.00 5.00 5.00 5.00 0.00 0.00 15.00