BIDAR CITY CHECK LIST(TECHNICAL REPORT)

Tranch - 4(24x7) WATER SUPPLY SCHEME PROPOSAL

Sl. No

Description

Year 2013

Year 2026

Remarks

1

Population

259937

368355

Based on NKUSIP guidelines.(2041=519332)

2

Source

Manjra River

Karanja Reservoir

3

Rate of water demand

100 lpcd

100 lpcd

As per NKUSIP guidelines

4

Bulk Water Requirement

29.89 MLD

36.83 MLD

15% losses considered

5

Design Capacity of scheme

Ex WTP 16.14 MLD

T-2 : 27.96 MLD

44.10 MLD

6

Intake works

Ex : RCC 3m internal dia

and 5.5m depth, 1100mmdiaRCC pipe, 60m length.

T2(NKUSIP) RCC Channel, 640m length

Ex : RCC 3m internal dia

and 5.5m depth, 1100mmdiaRCC pipe, 60m length.

T2(NKUSIP) RCC Channel, 640m length

Proposed arrangement under TRANCH - 2(NKUSIP) can be utilised

7

Jackwell

Ext: 1 no. 8.0 m dia RCC, 19 m depth with Pump house 13.0m dia. 6.6m depth

T2(NKUSIP) - 1 no. 8.0 m dia RCC, 16.36 m depth with Pump house 10.0m dia. 6.0m depth.

Ext: 1 no. 8.0 m dia RCC, 19 m depth with Pump house 13.0m dia. 6.6m depth

T2(NKUSIP) - 1 no. 8.0 m dia RCC, 16.36 m depth with Pump house 10.0m dia. 6.0m depth.

TRANCH - 2(NKUSIP) implemented arrangement can be utilised

8

Raw water pumps

Ext :2Nos of VT pumps, 600 HP, 110m Head,252LPS

T2 (NKUSIP) - 3 Nos of VT pumps, 400 HP, 101m Head,389LPS

Ext :2Nos of VT pumps, 600 HP, 110m Head,252LPS

T2 (NKUSIP) - 3 Nos of VT pumps, 400 HP, 101m Head,389LPS

Proposed arrangement under TRANCH - 2(NKUSIP) can be utilised.

9

Raw water rising main

600 mm dia.MS -1.09 km.

600mm dia PSC 7.805 km

864 mm dia 7.9mmThick. MS 6.15 km.

TRANCH - 2(NKUSIP) implemented arrangement can be utilised.

10

WTP

27.28MLD WTPConsistingAerator,raw water channel circular Flash mixer, Tube Settler, Rapid Sand filterwash water tank chlorinator

28 MLD (2026) WTPConsisting Aerator, Flash mixer, Tube Settler, Rapid Sand filter

WTP is expected to be fully functional after the improvements under TRANCH - 2(NKUSIP)

11

Clear water pumps

2 nosHorz. Split cage Pumps 283 lps, 97 m head and 550HP.

TRANCH - 2(NKUSIP) 2 nosHorz. Split cage Pumps 355lps, 54 m head and 550HP..

Proposed arrangement under TRANCH - 2(NKUSIP) can be utilised as Life expectancy of pumps is

15 years

12

Clear water Gravity mains

600 mm dia PSC, 18Ksc 5.69 km

TRANCH - 2(NKUSIP): 800 mm dia PSC, 12Ksc 12.68 km

Implemented under TRANCH - 2(NKUSIP).

13

Service reservoirs

Total Existing SR is 13 and 7 in good condition will be utilised..

Tranch II -SR(7 No) 8.0 ml

Tranch IV SR 0

KUWS&DB-.SR(5 N0)6.0ml

Total SRs = 19 with 17.89 ml capacity will be in use for 24x7

14

Clear water requirement for Distribution (Excluding fire demand) with 9% losses

28.33 ML

40.15ML

15

Distribution system

Distribution zones

Total 17 Zone

Total 12 Zone

Total 12 Zones Covered under 24 X 7

16

Distribution pipe length

TRANCH - 2(NKUSIP)

PE-90mm-123.904km

PE-110mm-9.04km

PE-125mm-2.67km

PE-140mm-3.29km

PE-160mm-4.19km

PE-180mm-1.04km

PE-200mm-7.04km

PE-225mm-0.99km

PE-250mm-3.17km

PE-280mm-1.75km

PE-315mm-0.47km

PE-355mm-0.41km

PE-400mm-0.22km

PE-450mm-0.07km

158.26 Km

TRANCH - 4(24x7)

PE-63mm-16.833km

PE-90mm-25.796km

Total-42.629Km.

Grand Total -200.889 Km

Total -200.889 Km

17

Control valves / regulators

TRANCH 2 (NKUSIP) :

SLV- 80mm-61nos

SLV- 100mm-25nos

SLV- 150mm-26nos

SLV- 200mm-21 nos

SLV- 250mm-17nos

SLV- 300mm-2nos

SLV- 350mm-1 nos

SLV- 400mm-2 nos

Total SLV- 155 nos

SCV- 80mm-29nos

SCV- 100mm-1nos

Total SCV- 30 nos

SLV + SCV 185nos

Trench (24x7) :

SLV- 80mm-80nos

SLV- 100mm-70nos

Total 150nos

TRANCH 2 (NKUSIP) :

SLV-155nos

SCV-30nos

Total 185 nos

Trench (24x7) :

SLV-80nos

SCV-70nos

Total 150nos

New Works

18

Electromechanical bulk flow meters

TRANCH 2 (NKUSIP) :

864mm-1nos

800mm-2 nos

500mm-2 nos

250mm-12nos

200mm-3nos

Total 20nos

Tranch (24x7) :

80mm-27nos

TRANCH 2 (NKUSIP) :

864mm-1 nos

800mm-2 nos

500mm-2 nos

250mm-12 nos

200mm-3 nosTotal 20nos

Tranch (24x7) :

80mm-27nos

New works

19

House service connections

T4(24x7) :11969Nos

11969 + As per demand

All properties are required to be connected

20

No. of properties

Domestic Non-Domestic

Industrial/Commercial

Total

10587 1261

121

11969

Sl. No.

Year / Particular

2013

2014

2015

2016

2017

2018

2019

19

Projected Population

259937

267537

275261

283108

291078

299171

307388

20

No. of Houses

19018

21245

22612

24122

25795

27662

29764

21

O&M Costs excluding operator fees in Rs. Lakhs

927.24

970.35

1018.87

1159.58

1221.79

1311.85

1489.57

22

O&M Costs including operator fees in Rs. Lakhs

981.68

1031.86

1088.37

1238.12

1310.54

1412.14

1602.89

23

Technical Auditor fees in Rs. Lakhs

14.45

13.79

15.59

17.61

19.90

24

Expected Revenue in Rs. Lakhs.

a) HDMC old rates

b) HDMC new rates

c) Government new rates

d) New rates for Bidar City

Cost of Works proposed under T4(24x7) ( Interventions)

Part - A

Distribution networkRs. 5.63 Cr.

TotalRs.5.63Cr.

Part B

House service connections Rs. 7.29 Cr.

TotalRs. 7.30 Cr.

Total of A+B Rs. 12.92 Cr. Say Rs. 12.92Cr.

Annual Maintenance Cost (Minimum Operational Cost for the year 2013)

1. Establishment charges Rs. 340.763 Lakhs

2. Power charges Rs. 616.770 Lakhs

3. Cost of chemicals/Consumables Rs. 22.678 Lakhs

4. Cost of Repairs/Replacements Rs. 31.558 Lakhs

Total Rs. 1011.769 Lakhs

(Establishment, Power charges, Cost of chemicals/Consumables, Cost of Repairs/Replacements, Operator Fees , Technical Auditor Fees & NIC Fee for providing Billing & Collection software For five years -- 7405.00 Lakhs)