42486-016: madhya pradesh urban services improvement project€¦ · detailed estimate for...

Initial Environmental Examination

Document stage: Final

Project Number: 42486-016

October 2019

IND: Madhya Pradesh Urban Services Improvement Program – Water Supply Improvement in Boda, Kurawar and Kothri Towns (PART B)

Package No: MPUSIP-1A

Prepared by Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank.

This final initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, management, or staff, and may be preliminary in nature. Your attention is directed to the ‘terms of use’ section on ADB’s website.

In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

98

Appendix 6: Groung water recharge and conservation plan for Kothri town

Proposed groundwater Recharge and conservation Plan Kothari:

Cost of Recharge & water conservation Plan NO Cost Rs (INR- in Lacs)

Pond Development 3 57.59 Recharge trench 3 24.77 Recharge shaft 8 65.28 Subsurface dyke 1 0.95 Gabion structure 4 6.08

No of structures 19 Rs 154.67 /- Consultancy Charges (6%) (as per market rate) 9.28/-

Total Project cost 163.95/-

Percolation Pond with Recharge shaft

Structures NO Dimension Cost

Pond Near pipal tree (76°49'54.725"E 23°4'6.557"N)

1 100*100* 4

27.95

Pond opp market/school (76°49'49.52"E 23°4'20.54"N )

1 45*24*3.5 6.24

Pond Near Nakundi dugwell (76°49'40.40"E 23°4'13.73"N)

1 90*75*4.0 23.4

Total cost of Pond development 3

57.59

Recharge Trench Recharge Trench (230 04'16.7":760 49'54.3")

1 300*9.5*3.0 4.52 Upstream of Kaddi shutter Recharge Trench (230 04'4.1":760 49'57.4" )

1 500*14*3.0 11.52 upstream of stop dam Recharge Trench (230 03'56.1":760 49'55.55" ) 1 500*11*3.0 8.73 Upstream of Tipakheri stop dam

Total Cost of Recharge Trench 3

24.77

No of proposed Recharge shaft No Rate Total Rs lakh

8 8.16 65.28

Sub Surface Dyke (76°49'34.56"E 23° 4'28.66"N) 1 12*3.5*4.5 0.95 Gabian 1. (76°49'55.90"E 23° 4'16.90"N) 1 11m x 2.20m x 1.75 m Gabian 2. (76°50'1.00"E 23° 4'13.70"N) 1 10m x 2.20m x 1.75 m Gabian 3. (76°49'52.40"E 23° 4'18.90"N) 1 10m x 2.20m x 1.75 m Gabian 4. (76°49'40.57"E 23° 4'21.01"N) 1 9m x 2.20m x 1.75 m Total cost of Gabian 4 6.08

Detailed Estimate for Construction of Pond Near Pipal tree (76°49'54.725"E 23°4'6.557"N)

USOR E-in-CWRD w.e.f. 1-4-2016

S. No.

Particulars of Item No. L B H Qty. Rate Amount

1 Excavation in all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud including placing excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. with dressing. USOR Item 2.01(b) P-21

(A) 1 100.00 100.0 2.5 25000.00

m3 40.00 1000000.00

2 Excavation in In all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud in pond bed with mixed bulders including 50 m lead and 1.5 m lift with dressing, including separation of boulder of size 0.004 cum and more from the earthwork. and under- drainage-arrangement including dressing to the profile and disposal of excavated materials etc. Complete. USOR Item 4.01(1) P-42

1 100.00 100.0 1.5 15000.00

m3 48.00 720000.00

3 Labour only for Filling foundations with hard soil including watering and ramming. USOR Item 709(a) P-52

1 10.00 14.0 13 1820.00

m3 43.00 78260.00

4 Compaction of earthwork at optimum moisture content to achive maximum dry density by mechanical (excluding watering ) Sheep foot roller/vibratory compactors. USOR Item 2.09 P-22

1820.00

m3 18.00 32760.00

5 Watering earth work for compaction at optimum moisture content with lead up to 100 m. USOR Item 2.10 P-22

1820.00

m3 10.00 18200.00

6 22 cm thick dry stone pitching(without quarry spall) with individual stones of 22 cm depth and minimum size 0.014 cum. USOR Item 1006 P-71

1 130.00 13.0 0.22 371.80 m3 723.00 268811.40

7 Lead of materials, 30 km -

Pitching Stones 371.80 m3 537.93 200002.37

Water 1820.00

m3 6.30 11466.00

Total 2329499.77

Add 20% above as per current market rates 465899.95

Total 2795399.73

Say ` 27.95

LAKHS

Detailed Estimate for construction of Kadishutter Pond opp market/school (76°49'49.52"E 23°4'20.54"N)

USOR E-in-C WRD w.e.f. 1-4-2016

S. No. Particulars of Item No. L B H Qty. Rate Amount


(A) 1 45.00 24.0 1.5 1620.00

m3

40.00 64800.00


1 45.00 24.0 2 2160.00

m3

48.00 103680.00


1 10.00 14.0 13 1820.00

m3

43.00 78260.00

4 Compaction of earthwork at optimum moisture content to achive maximum dry density by mechanical (excluding watering) Sheep foot roller/vibratory compactors. USOR Item 2.09 P-22

1820.00

m3

18.00 32760.00


1820.00

m3

10.00 18200.00

6 22 cm thick dry stone pitching (without quarry spall) with individual stones of 22 cm depth and minimum size 0.014 cum. USOR Item 1006 P-71

1 58.50 13.0 0.22 167.31

m3

723.00 120965.13


Pitching Stones 167.31

m3

537.93 90001.07

Water 1820.00

m3

6.30 11466.00

Total 520132.20


Total 624158.64

Say ` 6.24

LAKHS

Detailed Estimate for construction of Pond Near Nakundi dugwell (76°49'40.40"E 23°4'13.73"N)


S. No. Particulars of Item No. L B H Qty. Rate Amount


(A) 1 90.00

75.0 2.5 16875.00

m3 40.00 675000.00


1 100.00

100.0

1.5 15000.00

m3 48.00 720000.00


1 10.00

14.0 13 1820.00

m3 43.00 78260.00

4 Compaction of earthwork at optimum moisture content to achive maximum dry density by mechanical (excluding watering) Sheep foot roller/vibratory compactors. USOR Item 2.09 P-22

1820.00

m3 18.00 32760.00


1820.00

m3 10.00 18200.00

6 22 cm thick dry stone pitching (without quarry spall) with individual stones of 22 cm depth and minimum size 0.014 cum. USOR Item 1006 P-71

1 115.00

13.0 0.22 328.90 m3 723.00 237794.70


Pitching Stones 328.90 m3 537.93 176925.18

Water 1820.00

m3 6.30 11466.00

Total 1950405.88


Total 2340487.05

Say ` 23.40

LAKHS

Detailed Estimate for construction of Recharge Trench (230 04'16.7":760 49'54.3" )

Upstream Area Of Kadishuteer Pond To Small Pond In Downstream Of Old Road

USOR E-in-C WRD w.e.f. 1-4-2016 Sno. Item No. L B D Qty Unit Rate Amount

1

1 Ordinary shrub jungle (Area below 25% covered by shrubs) clearance involving removal of grass. Shrubs and twigs, including rooting out. USOR Item 9.01 P-109

1.0 300.0 9.5 0.0 2850.0 Sqm 0.40 1140.00

2 Excavation in all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud including placing excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site

1.0 300.0 9.5 1.5 4275.0 cum 40.0 171000.00

clearance, all materials, machinery, labour and dressing etc. Complete. with dressing. USOR Item 2.01(b) P-21


1.0 300.0 9.5 1.5 4275.0 cum 48.0 205200.00

Total 377340.00


Total 452808.00

Say ` 4,52,000


Upstream area of stop dam to Tipakhedi raod USOR E-in-C WRD w.e.f. 1-4-2016

Sno. Item No. L B H Qty Unit Rate Amount

1

1

Ordinary shrub jungle (Area below 25% covered by shrubs) clearance involving removal of grass. shrubs and twigs, including rooting out. USOR Item 9.01 P-109

1.0 500.0 14.0 0.0 7000.0 Sqm 0.40 2800.00

2 Excavation in all kind of soft/loose/hard/dense

1.0 500.0 14.0 1.5 10500.0 cum 40.0 420000.00

soils, moorum & moorum mixed with boulders and mud including placing excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. with dressing. USOR Item 2.01(b) P-21

3

Excavation in In all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud in pond bed with mixed bulders including 50 m lead and 1.5 m lift with dressing, including separation of boulder of size 0.004 cum and more from the earthwork. and under- drainage-arrangement including dressing to the profile and disposal of excavated materials etc. Complete. USOR Item 4.01(1) P-42

1.0 500.0 14.0 1.5 10500.0 cum 48.0 504000.00

Total

926800.00


Total 111216

0.00

Say `

111200

0.00


Upstream area of stop dam to Tipakhedi raod


Sno. Item No. L B H Qty Unit Rate Amount

1

1

Ordinary shrub jungle (Area below 25% covered by shrubs) clearance involving removal of grass. shrubs and twigs, including rooting out. USOR Item 9.01 P-109

1.0 500.0 11.0 0.0 5500.0 Sqm 0.40 2200.00

2

Excavation in all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud including placing excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. with dressing. USOR Item 2.01(b) P-21

1.0 500.0 11.0 1.5 8250.0 cum 40.0 330000.00

3

Excavation in In all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud in pond bed with mixed bulders including 50 m lead and 1.5 m lift with dressing, including separation of boulder of size 0.004 cum and more from the earthwork. And under- drainage-arrangement including dressing to the profile and disposal of excavated materials etc. Complete. USOR Item 4.01(1) P-42

1.0 500.0 11.0 1.5 8250.0 cum 48.0 396000.00

Total

728200.00


Total 873840.

00

Say ` 8,73,000

Detailed Estimate for construction of Sub Surface Dyke (76°49'34.56"E 23° 4'28.66"N)


(2.5.00 m width, 4.5.00 m depth)

S.

No.

Particulars of Item No. L B D Qty. Rate Amount


1 12.00 2.5 2 60.00 m3 40.00 2400.00

Excavation in In all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud in pond bed with mixed bulders including 50 m lead and 1.5 m lift with dressing, including separation of boulder of size 0.004 cum and more from the earthwork. and under- drainage-arrangement including dressing to the profile and disposal of excavated materials etc. Complete. USOR Item 4.01(1) P-42

1 12.00 2.0 1.5 36.00 m3 48.00 1728.00

Excavation in all kind of soft//hard/integrat ed /weathered rock including placing excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. with dressing. USOR Item 4.01.2 P-42

1 12.00 1.5 1 18.00 m3 104.00 1872.00

4 Puddle filling of good clay i/c lead upto 50m i/c mixing watering and kneeding by temping ramming and laying etc. USOR Item 3.44 at page 36

1 12 3.3 3 117.00 m3 196.00 22932.00

5 Collection of puddle earth USOR Item as per market rate

117.00 m3 283.00 33111.00

6 Providing and fixing in position LDPE film of 150 micron (0.15 mm ISI Mark 2508 (grade 231.) i/c heat sealed joint at enob as per 189698 USOR Item 2520 P-241

1 12.00 0.0 7 84.00 m² 28.00 2352.00

5 Watering earth work for compaction at optimum moisture content with lead up to 2000 m. USOR Item at market rate for 2 km lead

100.00 m3 150.00 15000.00

Total 79395.00


95274.00

Say ` 0.95

LAKHS

Detailed Estimate for construction of Recharge shaft


(3 m dia, 1.5 m depth)

S. No.

Particulars of Item No. No. L B H Qty. Rate Amount

1 Excavation in hard soil including 50 m lead and 1.5 m lift with dressing. USOR Item 2.01(b) P-21

0.784 9.00 1.5 10.58 m3 40.00 423.36

2 Providing , placing and position and M-25 mm RCC excluding cost of reinforcement but including form work, viberation, finishing, quiring etc. complete with graded metal of maximum size 20 mm USOR Item 3.19.2 P-31

10.05 0.2 0.2 0.40 m3

9.891 0.15 1.7 2.52 m6

Total A+B 2.92 m3 4746.00

13877.90

3 Supplying and fixing steel reinforcement bars tested for RCC work including cleaning, straightening, cutting, bending, binding all handling placing in position and binding

8 mm

50 0.9 17.55 Kg

10 mm

10 9.891 61.32 Kg

10 mm

50 1.7 52.70 Kg

12 mm

4 9.891 35.21 kg

with .9 mm annealed wire, cold worked steel high strength bars. USOR item 3.13 page no29

166.79 kg 46.51 7757.22


Cement - 0.00 0.00 m3 315 0.00

Sand - 0.00 0.00 m3 225.18 0.00

Metal - 0.00 0.00 m3 250.20 0.00

Steel - 0.00 0.00 Ton 225.18 0.00

5 Provision of drilling of telescopic Bore well with gravel packed 300 to 150 mm dia upto 180 m depth including cost of casing. (Non SOR)

LS 650000.00

6 Filling of filter media in the recharge shaft as below (Non SOR)

Coarse sand 7.056 0.5 3.53 Cum 2000.00

7056.00

Gravel 7.056 0.5 3.53 Cum 105.00 370.44

Pabbles 7.056 0.5 3.53 Cum 150.00 529.20

Total 680014.12


816016.95

Say ` 8.16

LAKHS

Name of village – Kothari kala -Estimate for Gabion:

Sr. no. Particulars Unit No. Length Width Av. Depth/ Height

Quantity

1/(SOR-301 B) Excavation of foundation for spillway

Cumt. 1 15.00 1.20 0.45 8.10

2/(SOR-301 B) Excavation of foundation for Extension wall

Cumt. 2 1.50 2.20 1.50 9.90

3(SOR-301 B) Excavation of apron Cumt. 1 8.00 1.00 0.20 1.60 4(SOR- 1813-a & 1818 C)

Spillway foundation Stone filling

Cumt. 1 15.00 1.20 0.45 8.10

5(SOR- 1813-a & 1818 C)

Stone Construction of Spillway above GL

Cumt. 1 15.00 1.20 1.00 18.00

6(SOR- 1813-a & 1818 C)

Stone construction of Extension wall

Cumt. 2 1.50 2.20 2.00 13.20

7(SOR- 1813-a & 1818 C)

Apron Stone filling Cumt. 1 8.00 1.00 0.30 2.40

8 Steel wire mesh for spillway Sqmt 1 15.00 4.9 73.50 9 Steel wire mesh for spillway

for apron Sqmt 1 2.60 17.1 44.46

Abstract Sheet

Sr. No.

Line Item Quantity Unit Rate Amount Labour Material

1

Excavation for foundation in all strata including dewatering and disposing excated stuff elsewhere directed with a lead of 1.00 mt. and lift at 3.00 mt.(SOR-301 B)

19.60 Cu mt 70.80 1387.68 1387.68 0.00

2 Collection of Boulder max. size 0.014 cum. (SOR- 1813-a & 1818 C)

41.70 Cu mt 308.50 12864.45 12864.45 0.00

3 Transportation of boulders with av. leads of 15 kms. (Sor-1902j & 1904/3)

41.70 Cu mt 299.80 12501.66 0.00 12501.66

4 Boulder Sowling without compaction(SOR- 2311)

41.70 Cu mt 271.40 11317.38 11317.38 0.00

5 Labour work for Wire mesh winding 117.96 Sq mt. 60.00 7077.60 7077.60 0.00 6 Purchasing of wire mesh (32kg/10SMt) 377.47 Kg 75.00 28310.40 0.00 28310.40

Total Amount 73459 32647 40812

Gabion Structure Cost = 73459

Total No. of Gabion Structure = 4

Cost of Gabion Structure= 293837 130588 163248

Add 3.5% work contingency 10284 0 10284

Total Cost of the Work 304121 130588 173533

Total Cost of the Work (in Lakh) 3.04 1.31 1.74

99

Appendix 7: Kunwar Chain Sagar Dam Quality Results at Proposed floating Pontoon (this source is used for Boda & Kurawar towns)

100

Appendix 8: Drinking Water Standards

S. No.

Parameters, unit

WHO Drinking Water standards

IS-10500:2012

Requirement acceptable limit

Permissible limit in the absence of alternate source

1 Color, Hazen Units

None 5 15

2 Odour None Agreeable Agreeable

3 Turbidity None 1 5

4 pH None 6.5-8.5 6.5-8.5

5 Total hardness as CaCo3,mg/l

None 200 600

6 IRON as Fe, mg/l

- 0.30 0.30

7 Chloride as Cl, mg/l

250 250 1000

8 Total Dissolved Solids, mg/l

- 500 2000

9 Calcium as Ca, mg/l

- 75 200

10 Copper as Cu, mg/l

2 0.05 1.5

11 Manganese as Mn, mg/l

0.4 0.1 0.3

12 Sulphate as SO4, mg/l

- 200 400

13 Alkalinity mg/l - 200 600

14 Magnesium as Mg, mg/l

- 30 100

15 Mercury as Hg, mg/l

0.006 0.001 0.001

16 Cadmium as Cd, mg/l

0.003 0.003 0.003

17 Selenium as Se, mg/l

0.04 0.01 0.01

18 Arsenic as As, mg/l

0.01 0.01 0.05

19 Lead as Pb, mg/l

0.01 0.01 0.01

20 Zinc as Zn, mg/l - 5 15

21 Chromium as (Cr), mg/l

0.05 0.05 0.05

22 Boron as B, mg/l

2.4 0.5 1.0

23 Fluoride, mg/l 1.5 1.0 1.5

24 Nickel as Ni, mg/l

0.07 0.02 0.02

25 Sodium as Na, mg/l

- -

26 Potassium as K, mg/l

- - -

27 Cobalt as Co, mg/l

- - -

101

S. No.

Parameters, unit

WHO Drinking Water standards

IS-10500:2012

Requirement acceptable limit

Permissible limit in the absence of alternate source

28 Aluminium as Al , mg/l

- 0.03 0.2

29 Coli form bacteria/100ml

0 0 -

30 Barium (as Ba), mg/l, Max

0.7 0.7 0.7

31 Free residual chlorine, mg/l,

5.0 0.2 1

32 Molybdenum (as Mo), mg/l, Max

0.07 0.07 0.07

33 Nitrate (as NO3), mg/l, Max

50 45 45

102

Appendix 9: Site Environmental Management Plan (SEMP)

Site Environmental Management Plan (SEMP): Package 1A

Package No. MPUSIP – 1A PIU - Bhopal

Package title Water Supply Improvement in Boda, Kurawar and Kothri towns

Contractor M/s Rean Water Tech Private Limited, Kolkata

Date of Contract Award 24.06.2017

Date of works commencement 04.08.2017

Contract period Construction: 28 months; O&M: 120 months

Project Towns Boda, Kurawar and Kothri

Project Description 3 separate / individual water supply schemes for 3 towns

Project Components As per the project detailed design

Town 1: Kothri (Sehore)

Town 2: Kurawar (Rajgarh)

Town 3: Boda (Rajgarh)

New tube wells 7 nos. Floating Pontoon in existing dam

1 nos. Floating intake in existing dam

1 nos.

Chlorination plant

1 nos. WTP 4.7 MLD WTP 1.5 MLD

OHT 2 nos. OHT 2. nos. OHT N/A OHT- 1 400 KL OHT- 1 900 KL OHT- 2 60 KL OHT- 2 250 KL GLSR 2 nos. GLSR N/A GLSR N/A GLSR- 1 200 KL GLSR- 2 150 KL Raw water rising main

N/A Raw water rising main (300 mm dia.)

33840 m

Raw water rising main (200 mm dia.)

14128 m

Clear water feeder main

4054 m

Clear water feeder main

3577 m Clear water feeder main (150 mm dia.)

1486 m

75 mm 357 m 200 mm 2344 m 110 mm 2854 m 150 mm 506 m 160 mm 843 m 100 mm 727 m Distribution Network

41284 m Distribution Network

53618 m Distribution Network

25764 m

75 mm 25743 m 75 mm 26730 m 75 mm 10578 m 110 mm 12631 m 90 mm 5815 m 90 mm 2306 m 160 mm 1888 m 110 mm 6095 m 110 mm 5171 m 200 mm 839 m 125 mm 2081 m 125 mm 1248 m 250 mm 183 m 140 mm 7389 m 140 mm 4428 m 160 mm 757 m 160 mm 641 m 180 mm 969 m 180 mm 415 m 200 mm 727 m 225 mm 324 m 225 mm 268 m 250 mm 653 m 250 mm 1178 m 280 mm 1609 m Household Connections

2141 Nos. Household Connections

3265 Nos.

Household Connections

2147 Nos.

Details of contractors on-site-personnel and workers

Kothri Kurawar Boda Remarks

Project Manager 1 for all towns

Technical / supervisory staff Senior engineer – 1 for all towns

Senior engineer – 2 for all towns

Senior engineer – 1 for all towns

1 trainee engineers and 1 supervisor

2 trainee engineers

2 trainee engineers

EHS Supervisor 1 for all towns Mobilized Skilled / semi-skilled workers 03 06 04 Unskilled workers 06 08 02 Women workers 03 04 05 (Local labour) Workers – local / migrant 09 14 06 Details of facilities

Construction camps, (no’s and locations)

Two labour camp (Kothri)

1. Opposite to New Nagar Parishad, Kothri. 2. Near Govt. school, Bedakhedi, Kothri

Two labour camp (Kurawar)

1. Near Govt. Hospital, Kurawar 2.Mohammadpur road, Kurawar

One labour camp (Boda)

1. WTP Premises (Kurawar-Boda-Talen road, 1 Km from Boda town)

List of plant & machinery / equipment / vehicles to be used

• Weight Batcher machines- 02 no’s

• Backhoe loader Excavator- 01 no’s

• Trolley tractor- 02 no’s

• Needle Vibrator- 03 no’s

• Lift Machine- 01 no’s

• Diesel Generator- 01 no’s

• Dewatering Pump motorized- 02 no’s

• Grinder and other hand tools



• Excavator- 01 no’s



• Dewatering Pump motorized



• Excavator- 1 no’s




• Dewatering Pump motorized


Table 1: Pre construction Phase Environmental Management Plan

Anticipated Impact

Mitigation Measures Status of Compliance

Yes/No Preconstruction phase Unsatisfactory compliance to EMP

• Environmental, Health and Safety (EHS) Supervisor will be mobilized to carryout environmental safeguard tasks

Yes

• Updated IEE / site specific EMP will be submitted Yes

Utilities on sites (electric, telephone lines, water pipes etc.)

• Location of utilities and respective operators will be identified, and measures to avoid damage/disruption will be implemented

Yes

• Contingency plan will be prepared and implemented in case of service disruption Yes

Construction materials

• Construction materials will be obtained only from government approved quarries Yes

• All clearance/license copies of quarries / borrow areas will be provided to PIU for prior approval Yes

• A monthly report will be submitted to PIU on construction material quantity (sources-wise) Yes

• No new borrow areas / quarries will be created for the work No

Approvals, permission, insurances, licenses, etc., for construction work

• All necessary permissions will be obtained prior to start of works Yes

• Copies of all permission/approvals will be submitted to PIU prior to start of work Yes

Training to staff & workers

• Staff and key workers will be trained (in construction methods, safety, EMP, EHS policy) prior to start of work

Yes

Guidelines to be followed for establishing construction camps / labour camps

• Camp sites shall be away from residential areas (100 m), sensitive areas (schools, hospitals, etc. 250 m,), water bodies (500 m) and forests (more than 1 km)

Yes

• Use unused, vacant lands; no trees shall be cut Yes

• Provide a proper fencing/compound wall Yes

• Prepare a site layout plan & display at the site; uniformly label (name boards) all the places in the facility

Yes

• Entire site/facility area shall be provided with hard leveled surface as appropriate; no loose soil, slush, water logging etc.,

Yes

• Living quarters and construction camps shall be provided with standard materials; no shacks or huts Yes

• Adequate lighting and ventilation Yes

• Provide drinking water, water for other uses, and sanitation facilities; drinking water should be regularly tested

Yes

• Provide clear pathways for safe movement Yes

• Provide cooking fuel (cooking gas); and a separate safe place to cook; fire wood not allowed Yes

• Construct septic tanks and soak pit arrangement for wastewater disposal Yes

Anticipated Impact

Mitigation Measures Status of Compliance

Yes/No

• Solid waste shall be properly manager – provide separate bins, compost biodegradable waste; sell recyclable waste

Yes

• Camp sites shall be cleared and restored to original after completion of work, all debris, wreckage cleared

Yes

Work site management

• Provide a proper fencing/compound wall Yes

• Prepare a site layout plan & display at the site; uniformly label (name boards) all the places in the facility

Yes

• Entire site/facility area shall be provided with hard leveled surface as appropriate; no loose soil, slush, water logging etc.,

Yes

• Provide clear pathways (for workers/staff) and roads (for vehicles) for safe movement in the work site

Yes

Worker amenities at all work sites

• A temporary rest area for workers (for resting in break time, protection against rain/sun, eating etc.,) Yes

• Drinking water Yes

• Wash area, toilets (separate for women); mobile toilets for linear work Yes

• Septic tank and soak pits for waste disposal Yes

• First aid Yes

Table 2: Construction Phase Environmental Management Plan

Anticipated Impact Mitigation Measures

Intake works in dam • Metal floating barge type intake proposed – no construction work is proposed in dam; no impacts envisaged

Bore well drilling • Slurry generated from drilling will be stored in temporary ditch for some time to allow sedimentation of solids, and then disposed to drains

Dust Control • Dust screen will be provided around work sites (OHT, GLSR, WTP, intake etc.,)

• Loose soil on work sites, vehicle and worker movement areas will be properly rammed and stabilized to minimize dust generation; it will be ensured that no loose soil surface at working places

• Water will be sprinkled adequately (at least daily 3 times in dry weather) to maintain surface in stabilized and damp condition

• Prior to any leveling or earth moving activity, water will be sprinkled to avoid dust

• Material stocks will be covered with tarpaulins/covers at the sites

• Access to work area will be controlled; unnecessary movement of vehicles, workers and public in work areas will be controlled to minimize soil disturbance

• Loose material (soil, sand, aggregate etc.,) will be covered with tarpaulins to when transported by open trucks;

• Loose material from trucks will be unloaded in a barricaded area and with water sprinkling

• Wheels and undercarriage of haul trucks will be cleaned prior to leaving construction site Dust control from pipeline works

• Construction area will be barricaded on both sides using hard barricades of 2m height

• Site clearance and excavation work will be commenced only after barricading the site

• Works and all associated activities (material, soil, debris, equipment and machinery) will be confined to barricaded area.

• Excavated soil storage will be removed from the site immediately & stored/disposed at identified site

• Work will be undertaken section wise (100-500 m) at various places; these sections will be demarcated and barricaded and trench filled

• Work will be conducted work sequentially - excavation, pipe laying, backfilling; testing section-wise (for a minimum length as possible) so that backfilling, stabilization of soil can be done

• Excavated soil will be removed section-wise, and used for filling the previous section, this is to avoid stocking of excavated soil

• Road restoration will be taken up immediately after backfilling by proper consolidation Noise control • Noisy works will be avoided in the night

• Proper noise control apparatus (silencers, mufflers etc.,) will be ensured for construction equipment

• Maximum sound level of 75 db at a distance of 10 m from source will be ensured

• Before undertaking work with heavy noise/vibration, surrounding area/buildings will be surveyed to identify any old / sensitive buildings at risk, and necessary precautions will be taken to avoid any risk

• Drivers will be trained to avoid usage of horns unnecessarily

• Noisy works will not be conducted near sensitive places (hospitals, schools, etc.,) and at sensitive times (festivals etc.,); works will be scheduled accordingly

Vehicle emissions • All the construction equipment, machinery will be fitted with pollution control devises

• Pollution under control (PUC) certificate will be obtained for all vehicles, equipment, and records maintained Water pollution / works in rainy season

• No earthwork will be conducted during rainy season

• Stockpiles of earth will be covered by tarpaulins or plastic sheets

• Excess soils, debris and materials will be reused in the construction works


• Disposal sites will be selected prior to start of construction following the EMP guidelines

• Temporary silt traps or sedimentation basins will be provided to control water pollution

• Storage areas for fuels and lubricants will be located away drainage lines & water bodies

• Fuels, construction chemicals etc. will be stored on an impervious floor, and carefully handled to avoid spillage; spill collection arrangement will be provided

• Wastes generated by construction activities will be disposed only in designated sites

• Surface water quality monitoring will be conducted as per the EMP

• Temporary drains or bunds will be created around the periphery of work area to avoid flooding, and entry of runoff

• Accumulated water in work areas / excavated pits will be pumped to a temporary ponds/sedimentation basins; only clarified water will be disposed into drains

• Safety measures will be undertaken to avoid any risk of collapse due to water entry Traffic management / access during pipeline works

• Pipeline work implementation plan will be prepared for each road; works will not be conducted in all roads at once in a locality; alternative roads for traffic movement will be ensured

• A simple traffic management plan will be prepared in consultation with traffic police for each road, and displayed on site; one-week prior notice will be provided

• Temporary diversions will be provided as required, with prior public information

• Work area will be properly defined, barricaded; minimum strip of land will be used

• Material / waste / soil will not be stocked obstructing the traffic, pedestrian etc.,

• Trench width will be minimized as much as possible by adopting best construction methods with proper shoring/bracing

• Work site will be kept free from all unnecessary obstructions

• Public information boards, sing boards, caution boards will be provided along with contact numbers

• Prior to start of pipeline work, information will be provide to the public through media – newspapers and local cable television (TV) services

Access to houses/business during pipeline works

• Gaps/wooden or metal planks will be provided on excavated trenches for access

• Access to any house, business or property will not be blocked completely, at least safe pedestrian access will be maintained

• Local/affected people/business will be informed 1-week in advance about the work and access restrictions

Material transport using heavy trucks

• Material haulage vehicles will main/wide roads as far as possible

• Transportation / hauling activities will be conducted during non-peak hours (indicate time: from 10:30 PM to 12:30 AM hrs)

• Proper entry and exits to facilities will be provided facilities at low traffic places

• Drivers will be trained to drive vehicles in a considerate manner and following all traffic rules Local employment • Local labors will be employed as far as possible Safety at work sites • Environment, Health and Safety (EHS) Policy/ plan will be established

• Site will be prepared and maintained to create safe working conditions; workers will be provided with safe work areas, elevated platforms, steps, ladders, walkways /access to work areas and amenities

• Deep excavations (more than 1 m) will be properly protected to avoid collapse (safety measures such as / shoring / safe slopes)

• Hard barricading will be provided around deep trenches / pits of more than 1.5 m deep

• All necessary precautions will be taken to avoid collapse of trench/pit, and damage to surrounding structures

• Proper personnel protection equipment will be provided to all workers / staff; and its use will be ensured


• Proper audible back-up alarms will be ensured for all moving equipment/machinery

• All installations will be properly secured; hazardous locations will be properly marked

• All work sites will be properly secured, barricaded to avoid unauthorized public/traffic entry

• Provide road signs and flagman to regulate traffic / pedestrians / road users, of on-going trenching activities

• Provide safety sign, caution, information boards on site for workers and staff awareness, follow up

• Health and safety orientation training will be provided to all workers

• First aid, and staff with training in first aid will be made available at all sites

• Site safety orientation will be provided to all visitors to the site

• Drinking water, sanitation, washing and resting facilities will be provided at all sites; separate sanitation facilities for women

• Emergency procedures and contact information will be provided on all sites

• Accidents will be promptly registered and reported; register will be maintained at every work site

• Public compliant box and compliant register will be provided at every work site Construction waste / debris disposal

• Construction waste management plan will be prepared

• Excess soil / debris will be utilized in construction / useful purposes to avoid disposal

• Excess soils/debris will be removed from site on regular basis to avoid stockpiling at site

• Disposal site will be identified prior to start of work following EMP guidelines

• Domestic waste generated at camp sites will be properly segregated; biodegradable waste composted in impervious pit at site; recyclable waste will be sold in market

• Residual and hazardous wastes such as oils, fuels, and lubricants will be disposed via licensed agencies by MPPCB

• Burning of waste will not be allowed

• Sites will be managed neatly; waste collection bins will be provided, awareness will be created among workers, staff in site cleanliness

• All camp/work sites will be restored to original condition after the completion of work Chance find protocol

• If any chance find is suspected during excavation/works, work will be immediately stopped, and report to PIU/PMU and PMC

• Necessary action as suggested by concerned authorities will be undertaken AC pipes • Location of existing/old AC pipes will be identified prior to excavation for new pipes

• Underground AC pipes will left as it is in the ground without disturbing / touching

• Awareness will be created among workers and supervisors on AC pipes Post construction clean up

• All spoils wreckage, rubbish, or temporary structures (such as latrines) will be removed

• All excavated roads will be reinstated to original condition

• All disrupted utilities will be restored

• Any spillage of substances like oils, paints etc., will be cleaned up

• All hardened surfaces in work/camp areas will be ripped, all materials removed, and top soiled

• Restoration to original will be documented and reported to PIU

Table 3: Construction Phase Environmental Monitoring Plan

Monitoring field Monitoring Location

Monitoring parameters Frequency

Ambient air quality Total six (6) locations in three (3) towns

Kurawar (3 nos.) 1. OHT No. 1 2. WTP/ OHT No. 2 3. pipeline work sites

Boda (1 nos.) 1. WTP/ pipeline work sites

Kothri (2 nos.) 1. OHT No. 1 2. OHT No. 2/ pipeline work sites

PM10, PM2.5 NO2, SO2, CO • Once prior to start of work

• Quarterly during

construction

Ambient Noise 6 locations in 3 towns – same as above Noise Level – 24 hours – hourly measurements – day and night time noise levels

• Once prior to start of work

• Quarterly during construction

Surface water quality

Kunwar Chain Sagar Dam pH, Cl, F, NO3, TC, FC, Hardness,

Turbidity COD, DO, Oil & grease, total

alkalinity, heavy metals

• Once prior to start of work

• Once after placing intake barge/ floating Pontoon

Site specific attachments to this EMP 1. Details of construction work sites (except pipeline work sites)

2. Details of construction camp sites (labour camps, material storage/fabrication etc., work camps)

3. List of clearances & statutory requirements

4. Contractor’s EHS Policy & Organization

5. Utility Shifting & Relocation

6. Details of Construction Materials

7. Details of construction waste / debris / surplus soil

8. Work site management for pipeline works

Package 1A (Boda Town): Site Specific EMP Attachments 1- 8

SEMP Attachment 1: Boda Town


Attachment 1: Details of construction Work sites

I WTP- 1.5 MLD work site, Boda Town Location: Kurawar- Boda- Talen Road (1 km from Boda town)

1 Material storage • Aggregate

• Sand

• Steel • Cement

• Bricks

2 Plant & machinery

• Earth compactor- 1 no’s

• Concrete Weigh Batcher Mixer – 1 no’s • Backhoe Loader Excavator- 1 no’s

• Diesel generator- 1 no’s

• Trolley Tractor- 1 no’s

• Dewatering motorized pump- 1 no’s • Needle Vibrator- 1 no’s

• Steel Grinder

• Small hand tools

3 Site office

4 Laboratory

• Compressive strength testing apparatus • Slump cone

• Flakiness & Elongation index

• Vicat Apparatus

• Weight Balance • Concrete cube mould

• Sieves with sieve shaker

• Sieve shaker

• Oven

5 Labour welfare facilities

• Labour rest area

• Drinking water

• Washing place • Toilets ( Mobile toilets for men and women)

• First aid

• Fire safety


6 Site layout plan - Plan (rough / not to scale map) is shown below with site boundary, roads/pathways, facilities, offices. - Site location with site approach road from main road/highway is shown below.

7 Site photographs Original site photographs

Site Photographs before the start of construction


Site photos with facilities / work area

Construction worksite

Storage of Material Project Sign Board

Safety Awareness signage First Aid Kit


Site Layout Plan Fire Extinguisher

Worksite Signage Complaint Box

Caution Sign Board Drinking water


Mobile Toilet Van

Laboratory Room

Site office cum Laboratory


Attachment 2: Details of construction camp sites

I Labour camp- 1 for WTP Labours,

Location: WTP premises, 1 km from Boda town

1 Accommodation - for 06 no’s migrant workers; No women / families in the camp

Facilities provided at camp site

• Type of living accommodation– Semi Pucca House (Brick masonry walls with shed)

• Camp area (living area) – 18 sq. m.

• Cots

• Separate cooking area

• Cooking gas • Drinking water

• Bath rooms

• Mobile Toilet Van


2 Site layout plan: attach separately

- Plan (rough / not to scale map) is shown with camp boundary and facilities

- Site location with approach road

3 Site photographs

Original site photographs

Site Photographs Before the construction of Labour camp


Photos of camp and facilities provided

Labour camp Kitchen

Drinking Water facility Portable toilet


Attachment 3: List of clearances & statutory requirements

A Project related Status

1 WRD permission for water abstraction from Kunwar Chain Sagar Dam Obtained

2 Consent to establish for WTPs from MPPCB In process

B Construction/work related

1 Road cutting permission from MPPWD for RWRM laying In process

C Labour safety / welfare related (indicate all as per the labour officer)

1 Labour license Obtained

2 Permit under BOCW Rules Obtained

3 Annual return under BOCW rules Obtained

D Safety / liability safety related (indicate all as per the contract)

1 Group insurance Available

2 Contractor All Risk (CAR) insurance Available

3 Medical insurance Available

E Others

1 Fitness certificate for vehicles, equipment used in construction Available

2 Pollution under control (PUC) certificates for vehicles and equipment Available

3 Driving licenses for drivers Available

4 Insurance for vehicles / equipment, as required Available


Attachment 4: Contractor’s EHS Policy & Organization

1 Contractor agency has a EHS policy Yes / No

1 If yes, provide policy details

1. Policy statement:

2. EHS organization& responsibilities:

No

2 List safety risks anticipated in the project -

Area works ( WTP etc.,)

• Trips and falls

• Head injury from falling objects

• Confined work space

• Slope failure / trench collapse

• Road accidents

Linear works (pipelines)

• Slip ,Trips and falls

• Falling of vehicle

• Fall of person

• Collapse of Trench

3 List personal protection equipment provided to workers

PPEs No’s

Safety shoes 20 no’s

Gloves 60 no’s

Helmet 20 no’s

Gloves for Steel bending 45 no’s

Gum Boots 30 no’s

Safety jacket 46 no’s

Total 221 no’s

Yes

2 Contractor emergency procedure Yes Detail what steps/procedure to be adopted in emergency situation (e.g., accidents)

• For minor injury first aid box (available at site) will be serve the purpose.

• For major injury victim should be taken to nearest hospital by ambulance or by

arranging local vehicle.

• In case of fire fighting, people present in the site will be transferred to safe place

and 1 or 2 responsible person will use the fire extinguisher to prevent fire.

Contact information, staff and responsibilities for emergency situations

Designation Staff name &

contact

Emergency responsibility

1. Safety Steward Mr. Rajmani Kumar

+91-7828398174

Take care of victim and give first aid if

required


2. Site Engineer Mr. Plash Biswas

+91- 6294129025

Inform the senior and assemble the

worker at safe place and call the

ambulance if required

3. EHS Supervisor Md Mahboob

Hussain

+91-9934634361

Give necessary instructions to safety

steward and Site Engineer to handle

the situation

4. Project manager Mr. Aakash Diggaj

+91-8225055999

Monitors the situation and report to

officials at PIU Level

3 Reporting procedure in case of work accidents

Safety Steward → Site Engineer → EHS Supervisor →Project Manager (Contractor)

→Project Manager (PIU Bhopal)

Yes


Attachment 5: Utility shifting/relocation

1 List work sites that require Utility shifting, relocation, temporary shut off

Remarks

1 Area work sites (WTP)

1. No utilities shifted / temporarily disturbed

2 Linear work sites (pipeline works)


Attachment 6: Details of Construction Materials

S. No

Material Approximate quantity required (m3) for project

Source Indicate if source has all necessary government clearances

1 Aggregate 503 Cum Shrinath crusher

(Pachore)

Yes

2 Sand 250 Cum Nayak Trader

(Kurawar)

Yes

3 Steel 57 tonnes Real Ispat & Power

Urla industrial area Raipur (CG)

Yes

4 Cement 7040 Bags Maihar Cement Unit

Sarlanagar- Satna (M.P.)

Yes

Attachment 7: Details of construction waste / debris / surplus soil

S. No

Waste likely be generated

Type of debris / waste

Approximate quantity

Indicate whether it will be reused / disposed off

In case of disposal, indicate disposal site name & location

1 Construction waste / debris

Steel 60 Kg Sold out to scrap vendor

-

2 Surplus soil Soil/Moorum 30-40 Cum Reused in site development and backfilling

-

Attachment 8: Work site management for pipeline works

1. Detail of Pipeline work in project area- Diameter wise

Pipe Diameter (mm)

Length (m)

Width of trench (m)

Depth of Trench (m)

Width of roads (m)

Type of roads

(earthen / BT / CC )

Excavation method (manual / mechanical)

RWRM & CWRM- DI K-9 pipes (15,614 m)

150 1486 0.55- 0.8 1.150 7.50 – 9 m CC/BT Mechanical

200 14128 0.6- 0.9 1.225 7.50 – 9 m Earthen/BT/ CC

Mechanical

Distribution Network- HDPE PN 10 (25,764 m)

75 10578 0.55- 0.8 1.075 2.50 – 4.50 CC/BT Manual/Mech

90 2306 0.55- 0.8 1.090 2.50 – 4.50 CC/BT Manual/Mech

110 5171 0.55- 0.8 1.100 2.50 – 4.50 CC/BT Manual/Mech

125 1248 0.55- 0.8 1.125 2.50 – 4.50 CC/BT Manual/Mech

140 4428 0.55- 0.8 1.140 2.50 – 4.50 CC/BT Manual/Mech

160 641 0.55- 0.8 1.180 2.50 – 4.50 CC/BT Manual/Mech

180 415 0.6- 0.9 1.200 2.50 – 4.50 CC/BT Manual/Mech

225 324 0.6- 0.9 1.250 2.50 – 4.50 CC/BT/Earthen Manual/Mech

250 653 0.6- 0.9 1.280 2.50 – 4.50 CC/BT Manual/Mech

2. Details of Roads in project area – town wise

(A) RWRM:

Town name / Type of road

Total width of roads (building line to building line)

Width of carriage way

Type of surface (BT/CC /WBM / Earthen)

Length of roads

Where pipe will be laid on road*

Boda

National highways

N/A N/A N/A N/A N/A

State highways N/A N/A N/A N/A N/A

District / other roads (MDR)

7.5 m 4.75 m BT 4,000 m Road Shoulder

Internal main roads (MPRRDA)

7.5 m 4.75 m Earthen/ BT 10,128 m Road shoulder/ One side of road carriageway

Internal sub-roads (Village road)

N/A N/A N/A N/A N/A

Streets N/A N/A N/A N/A N/A

Total length 14,128 m

(B) CWRM:





Length of roads


Boda

National highways

N/A N/A N/A N/A N/A


District / other roads (MDR- PWD Road)

9.0 m 4.75 m BT 1,486 m Road shoulder

Internal main roads

N/A N/A N/A N/A N/A

Internal sub-roads

N/A N/A N/A N/A N/A



(C) Distribution Network:





Length of roads


Boda

National highways

N/A N/A N/A N/A No

State highways N/A N/A N/A N/A No

District / other roads

9 m 4.75 m CC and BT 3,264 m Road shoulder

Internal main roads

N/A N/A N/A N/A No

Internal sub-roads

N/A N/A N/A N/A N/A

Streets 3- 4 m 2.5- 3 m CC and Earthen

22,500 m One side of road carriage way


SEMP Attachment 2: Kurawar Town


I 250 KL OHT work site, Kurawar WSS

Location: Ward no. 05, Near Govt. Hospital, Kurawar

1 Material storage

• Aggregate • Sand

• Steel

• Cement

• Bricks

2 Plant & machinery • Backhoe loader excavator - 1 no’s

• Trolley Tractor- 1 no’s

• Weigh Batcher Mixer- 1 no’s • Needle Vibrator- 1 no’s

• Lift Machine- 1 no’s

• Dewatering pump motorized- 1 no’s

• Grinding Machine- 2 no’s and other hand tools

3 Site office

4 Security Cabin

5 Laboratory

• Compressive strength testing apparatus • Compaction factor equipment

• Slump cone

• Auto Level • Flakiness & Elongation index

• Vicat Apparatus

• Weight Balance

• Oven • Sand replacement equipment

• Concrete cube mould


6 Labour welfare facilities • Labour rest area

• Drinking water

• Toilet

• Washing place • Toilets (separate for women)

• First aid

• Fire safety

7 Site layout plan - Plan (rough / not to scale map) is shown below with site boundary, roads/pathways, facilities, offices. - Site location with site approach road from main road/highway


Site photograph before the start of construction


OHT worksite

Project Information Board Proper Pathway/Approach

Material Stacking

Site Layout Plan First Aid Kit

Laboratory Room

Safety Signage’s

Fire Safety Drinking Water Facilities

Toilet (Men & Women) Separate toilet for Women

Waste collection Bin Prohibited Zone

II WTP- 4.70 MLD & 900 KL OHT work site, Kurawar WSS

Location: Mohammadpur Road, Kurawar

1 Material storage

• Aggregate

• Sand • Steel

• Cement

• Bricks

2 Plant & machinery

• Excavator/ Loader- 1 no’s • Trolley Tractor- 1 no’s

• Weight Batcher Machine- 1 no’s


• Diesel Generator- 1 no’s • Dewatering pump motorized- 1 no’s

• Grinding Machine- 2 no’s and other hand tools

3 Security Cabin



• Drinking water- Yes • Washing place

• Toilets (separate for women)

• First aid • Fire safety

• Cots 5 Site layout plan

- Plan (rough / not to scale map) is shown below with site boundary, roads/pathways, facilities, offices.

- Site location with site approach road from main road/highway is shown below.


Site photographs before the start of construction


WTP & OHT Work site

Site Layout Plan Project Sign Board

Safety Signage Board

Clear Pathways & walkways First Aid Kit

Site office Cement Storage Room

Tool Box Meeting at Work site Drinking water facilities

Toilet


I Labour camp for workers of 250 KL OHT

Location: OHT- 250 KL Premises, Near Govt. Hospital, Kurawar

1 Accommodation - for 6 migrant workers; No women / families in the camp Facilities provided at camp site

• Type of living accommodation– Semi Pucca House (Brick masonry walls with shed)

• Camp area (living area) – 18 sq. m

• No. of Rooms- 02 • Cots

• Accommodation provided for 6 workers


• Cooking (Gas Cylinder) • Drinking water

• Bath rooms

• Toilets • Septic tank and soak pit

• Drainage

2 Site layout plan - Plan (rough / not to scale map) is shown below with camp boundary and facilities - Site location with approach road

3 Site photographs


Site photograph before the labour camp setup


Labour room Drinking Water Facilities

First Aid Kit Waste collection Bin

Toilet (Men & Women) Separate toilet for Women

II Labour Camp for workers of 900 KL OHT Site & WTP- 4.70 MLD

Location: WTP/900 KL OHT Premise, Mohammadpur Road, Kurawar

1 Accommodation - for 7 no’s migrant workers; No women / families in the camp Facilities provided at camp site

• Type of living accommodation– Semi Pucca House (Brick masonry walls with shed) • Camp area (living area) – 28 sq. m

• No. of Rooms- 02

• Accommodation provided for 7 workers

• Separate cooking area • Cooking gas

• Drinking water

• Bath rooms • Toilets

• Septic tank and soak pit 2 Site layout plan

- Plan (rough / not to scale map) is shown below with camp boundary and facilities - Site location with approach road

3 Site photographs


Site photographs before the labour camp setup


Labour camp First aid available

Drinking water facilities Clear pathway

Toilets


A Project related Status

1 WRD permission for water abstraction from Kunwar Chain Sagar Dam Obtained

2 Consent to establish for WTPs from MPPCB In process

B Construction/work related

1 Road cutting permit – NHAI In process

2 Road cutting permit – MPRDC/PWD In process

C Labour safety / welfare related (indicate all as per the labour officer)



3 Annual returns under BOCW Rules Obtained

D Safety / liability safety related (indicate all as per the contract)




E Others










No


Area works (OHT / WTP etc.,)

• Trips and falls

• Head injury from falling objects • Confined work space


• Road accidents

Linear works (pipelines) • Slip ,Trips and falls

• Falling of vehicle

• Fall of person



PPEs Numbers Safety shoes 40 Nos. Gloves 100 Nos. Gloves for Bar Bending 80 Nos. Helmet 40 Nos. Gum Boots 60 Nos. Safety jacket 65 Nos. Safety belt 30 Nos. Nose Mask 45 Nos. Ear Plug 35 Nos. Eye Protection Goggle 40 Nos. Total 535 Nos.

Yes



• For major injury victim should be taken to nearest hospital by ambulance or by arranging local vehicle.

• In case of fire fighting, people present in the site will be transferred to safer place and 1 or 2 responsible person will use the fire extinguisher to prevent fire.



contact


5. Safety Steward Mr. Ratul Sinha +91-8240654303


required.

6. Site Engineer Mr. Bablu Kumar +91-7771013946



ambulance if required.


Hussain

+91-9934634361



the situation.


+91-8225055999



3 Reporting procedure in case of work accidents Safety Steward → Site Engineer → EHS Supervisor → Project Manager (Contractor) → Project Manager (PIU Bhopal)



Remarks

1 Area work sites (OHT: 900 KL & WTP Site)


2 Area work sites (OHT: 250 KL)





S. No



1 Aggregate 975 Cum Shrinath Crusher

(Pachore)

Yes

2 Sand 580 Cum Nayak Traders

(Kurawar)

Yes

3 Steel 170 tonnes Real Ispat & power urla industrial area, Raipur, Chhatisgarh

Yes

4 Cement 11000 Bags Maihar cement Unit, Sarlanagar, Satna, (M.P.)

Yes


S. No







Steel 110 Kg Sold out to scrap vendor

-

2 Surplus soil Soil/Moorum 50-60 Cum Reused in backfilling

-

Package 1A (Kothri Town): Site Specific EMP Attachments 1-8



Pipe Diameter (mm)

Length (m)

Width of trench (m)

Depth of Trench (m)

Width of roads

(xx – xx m)

Type of roads



RWRM & CWRM- DI pipe (37,417 m)

100 727 0.55- 0.8 1.100 2.50 – 4.50 CC/BT Mechanical

150 506 0.55- 0.8 1.150 2.50 – 4.50 CC/BT Mechanical

200 2344 0.6- 0.9 1.200 2.50 – 4.50 CC/BT Mechanical

300 33840 0.6- 0.9 1.300 2.50 – 4.50 CC/BT Mechanical

Distribution Network- HDPE PN 10 (53618 m)

75 26730 0.55- 0.8 1.075 2.50 – 4.50 CC/BT Manual/Mech

90 5815 0.55- 0.8 1.090 2.50 – 4.50 CC/BT Manual/Mech

110 6095 0.55- 0.8 1.100 2.50 – 4.50 CC/BT Manual/Mech

125 2081 0.55- 0.8 1.125 2.50 – 4.50 CC/BT Manual/Mech

140 7389 0.55- 0.8 1.140 2.50 – 4.50 CC/BT Manual/Mech

160 757 0.55- 0.8 1.160 2.50 – 4.50 CC/BT Manual/Mech

180 969 0.55- 0.8 1.180 2.50 – 4.50 CC/BT Manual/Mech

200 727 0.6- 0.9 1.200 2.50 – 4.50 CC/BT Manual/Mech

225 268 0.6- 0.9 1.225 2.50 – 4.50 CC/BT Manual/Mech


280 1609 0.6- 0.9 1.280 2.50 – 4.50 CC/BT Manual/Mech


(A) RWRM:





Length of roads


Kurawar

National highways

N/A N/A N/A N/A N/A



9 m 4.75 m BT 10,000 m Road Shoulder


7.5 m 4.75 m BT 20,000 m One side of road carriageway


7.5 4.0 m BT/Earthen 3,840 m One side of road carriageway




(B) CWRM:





Length of roads


Kurawar

National highways

N/A N/A N/A N/A N/A


District / other roads (MDR- PWD Road)

9 m 4.75 m CC/BT 1,800 m One side of road carriageway

Internal main roads

N/A N/A N/A N/A N/A

Internal sub-roads

N/A N/A N/A N/A N/A

Streets 3- 4 m 3 m CC/BT 1,777 m One side of road carriageway


(C) Distribution Network:





Length of roads


Kurawar

National highways

12 m 7 m BT 5,000 m Road Shoulder



N/A N/A N/A N/A N/A

Internal main roads

7 m 4.75 m BT 4,500 m Road Shoulder

Internal sub-roads

N/A N/A N/A N/A N/A

Streets 3- 4 m 2.5- 3 m Earthen/ CC/ BT

44,118 m One side of road carriageway



SEMP Attachment 1: Kothri Town



I 400 KL OHT work site, Kothri WSS

Location: Near New Nagar Parishad, Kothri 1 Material storage

• Aggregate

• Sand

• Steel • Cement

• Bricks 2 Plant & machinery

• Concrete weigh batcher mixer- 1 no’s • Trolley tractor- 1 no’s


• Lift machine- 01 no’s

• Backhoe Loader Excavator - 1 no’s • Dewatering motorized pump- 01 no’s

• Grinding and other hand tools 3 Site office

4 Security Cabin

5 Laboratory

• Auto Level

• Compressive strength testing apparatus • Slump cone

• Vicat Apparatus

• Weight Balance • Concrete cube mould


• Sand Replacement Equipment

• Oven • Flakiness & Elongation index



• Drinking water • Washing place

• Toilets (separate for women

• First aid

• Fire safety 7 Site layout plan

- Plan (rough / not to scale map) is shown below with site boundary, roads/pathways, facilities, offices. - Site location with site approach road from main road/highway is shown below.


Work site photo Project Sign Board

Material Stacking Safety Signage Board

Site Office Laboratory

Site Layout Plan Drinking water facilities


First Aid Kit Toilet (Men & Women)

Labour with PPEs & Tool Box Meeting


II 60 KL OHT work site, Kothri WSS

Location: Near School, Mainakhedi, Kothri

1 Material storage

• Aggregate

• Sand • Cement

• Steel 2 Plant & machinery

• Concrete weight batcher Mixer- 1 no’s

• Trolley tractor- 1 no’s • Needle Vibrator- 2 no’s

• Backhoe Loader Excavator - 1 no’s

• Dewatering motorized pump- 01 no’s

• Steel Grinding machine- 1 no’s • Small hand tools

3 Site office



• Drinking water

• Toilet cum Washing place • Toilets (separate for women)

• First aid

• Cots 5 Site layout plan

- Plan (rough / not to scale map) is shown below with site boundary, roads/pathways, facilities, offices. - Site location with site approach road from main road/highway is shown below.


6 Site photographs




OHT Worksite Project Sign Board

Site Layout Plan Proper Walkway/ Approach


Material Stacking

Toilet Labour with PPEs/ Tool Box talk

First Aid Kit Drinking water facilities



I Labour Camp for workers of 400 KL OHT Site

Location: Opposite to New Nagar Parishad, Kothri 1 Accommodation - for 7 no’s migrant workers;

No women / families in the camp Facilities provided at camp site

• Type of living accommodation– Rented House (Pucca House)


• Cots • Accommodation provided for 7 workers


• Gas cylinder for cooking • Drinking water

• Bath rooms

• Toilets

• Septic tank and soak pit 2 Site layout plan

- Plan (rough / not to scale map) is shown below with camp boundary and facilities - Site location with approach road

3 Site photographs



Labour Camp (Rented House)


First Aid Box Separate Kitchen with Gas Cylinder

Toilet Drinking Water facilities


II. Labour camp for workers of 60 KL OHT Site

Location: Near Primary School, Mainakhedi, Kothri

1 Accommodation - for 6 migrant workers; No women / families in the camp Facilities provided at camp site

• Type of living accommodation – Rented House (Pucca House)


• Cots

• Accommodation provided for 6 workers • Separate cooking area

• Cooking (Gas Cylinder)

• Drinking water • Bath rooms

• Toilets

• Septic tank and soak pit

• Drainage 2 Site layout plan

- Plan (rough / not to scale map) is shown below with camp boundary and facilities. - Site location with approach road

3 Site photographs



Labour camp (Rented House)


First Aid Box Toilet cum Wash Room

Water Storage Drinking Water Facilities



S. No Project related Status

A Construction/work related

1 Road cutting permit– MPRDC/PWD In process

B Labour safety / welfare related (indicate all as per the labour officer)



3 Annual returns under BOCW Rules Obtained

C Safety / liability safety related (indicate all as per the contract)




D Others











No


Area works (OHT / WTP etc.,)

• Trips and falls

• Head injury from falling objects • Confined work space


• Road accidents

Linear works (pipelines)

• Slip, Trips and falls

• Falling of vehicle • Fall of person



PPEs Numbers Safety shoes 50 Nos. Gloves 40 Nos. Gloves for Bar Bending 80 Nos. Helmet 50 Nos. Gum Boots 40 Nos. Safety jacket 60 Nos. Safety belt 20 Nos. Nose Mask 30 Nos. Eye Protection Goggle 35 Nos. Total 405 Nos.

Yes



• For major injury victim should be taken to nearest hospital by ambulance or by arranging local vehicle.

• In case of firefighting, people present in the site will be transferred to safer place and 1 or 2 responsible person will use the fire extinguisher to prevent fire.



contact


9. Safety Steward Mr. Ashish Agrawal +91-9928254311


required.


10. Site Engineer Mr. Rajpal Sharma +91-7771003814



ambulance if required.


Hussain

+91-9934634361



the situation.


+91-8225055999



3 Reporting procedure in case of work accidents

Safety Steward → Site Engineer → EHS Supervisor →Project Manager (Contractor) →Project Manager (PIU Bhopal)

Yes




Remarks

1 Area work sites (OHT: 400 KL, 60 KL)





S. No



1 Aggregate 480 Cum Patel stone crusher (Pipakheri, Sehore)

Yes

2 Sand 310 Cum Patel stone crusher (Pipakheri, Sehore)

Yes

3 Steel 65 tonnes Real Ispat & Power Urla industrial area Raipur, Chhatisgarh

Yes

4 Cement 4500 Bags Maihar Cement Unit Sarlanagar, Satna-Madhya Pradesh

Yes


S. No







Steel 50 Kg Sold out to Scrap vendor

-

2 Surplus soil Soil/Moorum 25-30 Cum Reused in site development and backfilling

-




Pipe Diameter (mm)

Length (m) Width of trench (m)

Depth of Trench (m)

Width of roads

(xx – xx m)

Type of roads



CWRM- HDPE PN 8 (4,054 m)

75 357 0.55- 0.8 1.075 2.50 – 4.50 CC/BT/ Earthen

Mechanical

110 2854 0.55- 0.8 1.075 2.50 – 4.50 CC/BT/ Earthen

Mechanical

160 843 0.55- 0.8 1.160 2.50 – 4.50 CC/BT/ Earthen

Mechanical

Distribution Network- HDPE PN 10 (41,284 m)

75 25743 0.55- 0.8 1.075 2.50 – 4.50 CC/BT Manual/Mech

110 12631 0.55- 0.8 1.100 2.50 – 4.50 CC/BT Manual/Mech

160 1888 0.55- 0.8 1.160 2.50 – 4.50 CC/BT Manual/Mech

200 839 0.6- 0.9 1.200 2.50 – 4.50 CC/BT Manual/Mech



(A) CWRM:





Length of roads


Kothri

National highways

N/A N/A N/A N/A N/A

State highways 7 m 4.75 m Earthen/ BT 1,000 m Road Shoulder


N/A N/A N/A N/A N/A


N/A N/A N/A N/A N/A


N/A N/A N/A N/A N/A


3,054 m Road shoulder/ One side of road carriageway



(B) Distribution Network:





Length of roads


Kothri

National highways

N/A N/A N/A N/A N/A

State highways 7 m 4.75 m BT 6,000 m Road Shoulder


N/A N/A N/A N/A N/A

Internal main roads

N/A N/A N/A N/A N/A

Internal sub-roads

N/A N/A N/A N/A N/A


35,284 m Road shoulder/ One side of road carriageway


103

Appendix 10: Monitoring Checklist Format (1 to 11) Being Used at Work Sites

117

Checklist 7: Accident Reporting Cum First Aid Form Sr. No.

Name of Town

Date of the Accident and Time

Nature and Extent of Injury

Number of Persons injured/Died

Action Taken

Date reporting to PIU/PMU/PMC and time

Remarks

Checklist 8: Grievances Reporting Format Stage - 1 Contractor Level Stage-2 PIU level Stage-3 PMU level Remarks

Sr. No.

Name of

Town

Date of Grievance reported

Name of Person/Address/Mob.

No.

Type of Grievance

Action Taken

(Yes/No)

Whether resolved

or not

If not resolved (Date of

Forwarding to PIU)

Date of Grievance received

Type of

Action taken

Result of Action

(Resolve or not

resolve)

If not resolved (Date of

Forwarding to PMU)

Date of Grievance received

Recommendation of Committee

Date of

Action Taken

Checklist 9: Change of Location of Subproject Components and its Impact Sr. No.

Name of Town

Particulars Details of Proposed component as per DPR

Details of sub-component as per DBO Contractor

Any change recommended by DBO Contractor (If yes detail of that sub component with approval)

Design Submit/Approved

Land Details with Khasra No. and Map (P-II form)

Photograph Whether any Negative Impact on community/person reported (Impact Assessment/Transect walk required)

Source

Weir/Anicut/Reservoir

Intake Well cum pump house

Raw water pipe line

Water Treatment Plant

Clear water sump well

Clear water pipe line

118

Checklist 9: Change of Location of Subproject Components and its Impact Sr. No.

Name of Town

Particulars Details of Proposed component as per DPR

Details of sub-component as per DBO Contractor

Any change recommended by DBO Contractor (If yes detail of that sub component with approval)

Design Submit/Approved

Land Details with Khasra No. and Map (P-II form)

Photograph Whether any Negative Impact on community/person reported (Impact Assessment/Transect walk required)

Storage Structure (OHT/GSR/Sump Well)

1-

2-

3-

Distribution Network

House Hold Connections

Checklist10: Details about Unanticipated Environment & Social Impact on Property, Livelihood, Environment etc. reported during Construction Sl. No. Name

of the Town

Subproject component Any Impact Reported: Yes/No

Type of Impact: Permanent or Temporary

In case of Temporary Impact: (i)on property or structure, (ii)on livelihood, (iii) any other, specify………

Whether such type of Social Impacts are reported to PIU/PMU/PMC (Yes/No)

What type of Assistance or Compensation given to affected assets

Details about affected assets or Affected Persons

Checklist 11: Capacity Building Sr. No. Orientation of subproject with regard to ADB Safeguard policy Status (Yes/No) Provide Details with evidence

(Date, Venue, Photographs and signature of participants)

Number of Participants (Male/ Female)

1 ULB staffs and elected body

2 Other Stakeholders (town level NGO/Govt. Department etc.)

3 Public Consultation During Execution by DBO Contractor

4 Community Consultation 1

Community Consultation 2




119

Appendix 11: Summary of Consultation with Stakeholders at Subproject Towns Under Package 1A

S. No. Date Location No. of Participants

Participants Topics Discussed Issues raised / Remarks

1 21.12.2018 ULB

office,

Boda

10 M=09 F=01

Elected representatives, Chairperson of ULB, Chief Municipal Officer, Engineers

• CMO has informed that water supply is being manhandled and there will be more problems from March, by the end of March there can be a lot of trouble for drinking water, Demand of water to be fulfilled by the tankers.

• System for current water supply

• Information about the proposed project was given.

• Chairman, ULB- Boda has informed that the construction work of water supply scheme is going on very slow, which requires the need for speed.

• Elected representatives and officials of ULB demanded for providing the raw water from the Kunwar chain Sagar dam by the last week of March for other utilities of houses/peoples; and suggest the contractor’s team for laying of RWRM before the summer season.

• Chairman requested to provide soft copy of the document related to the water supply scheme, so that they can get complete information about the project.

2 05.03.2019 Mata

Mandir,

Ward No.

08, Boda

07 M=03 F=04

General Community • System for current water supply


• Possible positive and negative impacts from the implementation of the project.

• It was also told that the meter will be used for the record of the consumption of every house water.

• Due to poor people belonging to scheduled caste community, demand for apology or reduction in monthly water tax was sought.

• Demand for public stand post.

3 24.04.2019 Narsingh

Mohalla,

22 M=22

General Community • System for current water supply

• Due to poor people belonging to scheduled caste community,

120

Ward No.

09, Boda

F=00 • Information about the proposed project was given.


• It was also told that the meter will be used for the record of the consumption of every house water.

demand for apology or reduction in monthly water tax was sought.


4 21.12.2019 ULB

office,

Kurawar

11 M=10 F=01

Elected representatives, Chairperson of ULB, Chief Municipal Officer, Engineers

• CMO has informed that water supply is being manhandled and there will be more problems from March, by the end of March there can be a lot of trouble for drinking water, Demand of water to be fulfilled by the tankers.

• Chairman requested to provide soft copy of the document related to the water supply scheme, so that they can get complete information about the project.

• Discuss with Grievance related issue

• Chairman, ULB- Boda has informed that the construction work of water supply scheme is going on very slow, which requires the need for speed.

• Elected representatives and officials of ULB demanded for providing the raw water from the Kunwar chain Sagar dam by the last week of March for other utilities of houses/peoples; and suggest the contractor’s team for laying of RWRM before the summer season.

5 18.12.2019 Ward No.

06,

Kurawar

13 M=10 F=03

Local Community • To remove the water line for tap water scheme for the city

• Participants demand water management

• The team told the local people that the present project is for urban water system water project related to you is under consideration by the government under the rural water system

• Facing severe water crisis for drinking water

121

• Information about Grievance Redressal committee

6 11.05.2018 Ward No.

05,

Kurawar

10 M=00 F=10

Local Community • System for current water supply



• It was also told that the meter will be used for the record of the consumption of every house water

• Information about Grievance Redressal committee

• Due to poor people belonging to scheduled caste community, demand for apology or reduction in monthly water tax was sought.


7 10.02.2019 Ward No. 07, Kothri

15 M=11 F=04

Local Community • Information about the proposed project.


• System for current water supply

• Successful operation and maintenance of proposed project with community participation.


8 10.03.2019 Ward No.

08, Kothri

08 M=08 F=00

Local Community • To remove the water line for tap water scheme for the Kothari town

• Participants demand water management

• The team told the local people that the present project is for urban water system. The water project related to you is under consideration by the


122

government under the rural water system

9 10.04.2019 Ward No.

07, Kothri

11 M=07 F=04

SC Community • System for current water supply



• Successful operation and maintenance of proposed project with community participation


123

Appendix 12: Stakeholder Consultation Photographs & List of Participants

1. Meeting at ULB office, Boda on 21.12.2018

124

2. Consultation at Mata Mandir, Ward no. 08 on 05.03.2019 (Boda)

125

3. Consultation at Narsingh Mohalla, Ward no. 09 on 24.04.2019 (Boda)

126

4. Meeting at ULB office, Kurawar on 21.12.2018

127

5. Consultation at ward no. 05 on 18.12.2018 (Kurawar)

128

6. Consultation at Ward no. 5 on 11.05.2018 (Kurawar)

129

7. Consultation at ward no. 07 on 10.02.2019 (Kothri)

130


131


134

Appendix 13: Office Order of EA to Establish GRC at subproject town level

136

Summary Translation in English - Office Order of EA to Establish GRC at subproject town level

(i) Translation of Office Order No 3934 dated 06.03.2017 signed by Commissioner, Urban Administration and

Development, Madhya Pradesh

a. The Grievance Redressal Committees to be formed in all the externally funded projects to resolve the public grievances during

operation, implementation and maintenance phase. In the above committee, following members will be nominated:

• Project Officer, Project Implementation Unit (PM, PIU), MPUDC will be chairman and Nodal Officer of the committee

• An elected member nominated by Mayor in Council/ President in Council of associated Urban Local Body (ULB).

• A Social Worker nominated by Mayor in Council/ President in Council of associated Urban Local Body

• Commissioner of associated Urban Local Body/Chief Municipal Officer or Community Development Officer/Community Organizer

of Urban Local Body.

• Community Development Officer (CDO), Project Implementation Unit (PM, PIU), MPUDC will be chairman and Nodal Officer of the

committee

Committee should have at least one-woman member.

b. The process of grievance redressal should be as follows:

1. Complain shall be registered by affected person at – office of urban local body/or PIU/or Contractor through personal visit /or

telephonically by disclosing his/her identity or address.

2. Damage/or loss of livelihood/property/quality of services affected during construction/or operations and maintenance period of the

project shall be resolved by the Grievance Redressal Committee. Only Corruption related issues will not fall under the preview of

Grievance Redressal Committee to be resolved.

3. Compliance shall be addressed to the Project Manager of Project Implementation Unit. Site Engineer and Public Relation Officer will

be responsible to ensure compliance as per instructions of the Project Manager.

4. Grievance shall be resolved within two days of registration of complain by affected person. Complainant should be informed if

Grievance Redressal is taking time due to any technical reason.

5. Complainant can appeal to Grievance Redressal Committee with relevant documents in case grievance is neither resolved within two

working days nor affected person is informed about the delay in process.

6. Nodal officer can organize grievance redressal meeting to solve one or more problems but they have to avoid unnecessary delay in

resolving the problem. Complain will be presented by the project manager to review by the committee members and their decision

shall be discussed against each complain. Proceedings of grievance redressal meeting shall be documented. Decision to the

complainant will be informed in writing. Execution of decision should be performed either directly by PIU or with the support of

contractors.

137

Appendix 14: Letter to PIU From MPUDC (IA) to Establish GRC at subproject town level

138

Summary Translation in English - Letter to PIU From MPUDC (IA) to Establish GRC at

subproject town level

Letter No 1881 dated 31.05.2018 signed by EnC, MPUDC to Project Managers, PIUs(all), MPDUC Regarding formation of Grievance

Redressal Committees

Ref.: Order No 3934 dated 06.03.2017 of Directorate of Urban Development

In compliance of the above office order, the Grievance Redressal Committees to be formed in all the externally funded projects to resolve the

public grievance during operation, implementation and maintenance phase.

In compliance of above, please ensure formation of Grievance Redressal Committees in the sub projects where contract have been awarded. This

should be followed for all the future sub projects awarded.

139

Appendix 15: Letter to ULB From MPUDC to Establish GRC at subproject town level

140

Summary Translation in English - Letter to ULB From MPUDC to Establish GRC at

subproject town level

Translation of Letter No 1108 dated 23.06.2017 signed by EnC, MPUDC To Commissioner/Chief Municipal Officer, All ULBs regarding

formation of Grievance Redressal Committees

Ref.: Order No 3934 dated 06.03.2017 of Directorate of Urban Development

In compliance of the above office order, the Grievance Redressal Committees to be formed in all the externally funded projects during

operation, implementation and maintenance phase in the chairmanship of Project Officer, Project Implementation Unit (PM, PIU), MPUDC. In the

above committee, following members from the ULBs will be nominated:

• An elected member nominated by Mayor in Council/ President in Council of associated Urban Local Body (ULB).

• A Social Worker nominated by Mayor in Council/ President in Council of associated Urban Local Body

• Commissioner of associated Urban Local Body/Chief Municipal Officer or Community Development Officer/Community Organizer

of Urban Local Body.

It is therefore requested to nominate above members with immediate effect for form GRC.

141

Appendix 16: Letter for GRC Established in Boda Nagar Parishad

142

Summary Translation in English - Letter for GRC Established in Boda Nagar Parishad

In Compliance of order no 3937, dated 06.03.2017 the Grievance Redressal Committee has been formed for externally funded project MPUSIP during operation, implementation and maintenance phase in Boda town. The members of the committee are as follows:

S. No. Name Designation Post in GRC

1 Mr. V.K. Tiwari Project Manager, PIU Bhopal

Chairman/ Nodal officer

2 Mr. Rakesh Shandilya CDO/ PRO, PIU Bhopal Secretary

3 Mrs. Seema Verma Elected Member nominated by President of Council

Member

4 Mr. Vishnu Prasad Gudniya

Social Worker Member

5 Mr. Md. Saleem Khan Chief municipal officer (CMO), ULB Boda

Member

143

Appendix 17: Letter for GRC Established in Kurawar Nagar Parishad

144

Summary Translation in English - Letter for GRC Established in Kurawar Nagar Parishad

In Compliance of order no 3937, dated 06.03.2017 the Grievance Redressal Committee has been formed for externally funded project MPUSIP during operation, implementation and maintenance phase in Kurawar town. The members of the committee are as follows:





3 Mr. Dinesh Mandloi Elected Member nominated by President of Council, ULB Kurawar

Member

4 Mrs. Ramadevi Jagirdar Social Worker, ULB Kurawar

Member

5 Mr. Ashok Singh Thakur Chief municipal officer (CMO), ULB Kurawar

Member

145

Appendix 18: Letter for GRC Established in Kothri Nagar Parishad

146

Summary Translation in English - Letter for GRC Established in Kothri Nagar Parishad

In Compliance of order no 3937, dated 06.03.2017 the Grievance Redressal Committee has been formed for externally funded project MPUSIP during operation, implementation and maintenance phase in Kothri town. The members of the committee are as follows:





3 Mr. Rupesh Patel Elected Member nominated by President of Council, ULB Kothri

Member

4 Mrs. Manisha Manakchand Jain

Vice Chairman, ULB Kothri

Member

5 Mr. Nandkishore Jharvariya

Chief municipal officer (CMO), ULB Kothri

Member

147

Appendix 19: Grievance Registration Form

For Complainant

Date of Complain Registration Place of Complain registration Name of the Project Town

Personal Details

Name Sex (M/F) Age (in completed years)

Home Address:

Contact Number:

E mail (if any):

Complain/Grievance details

How do you want us to update you on the grievance registered with us: Phone / SMS/ Letter/ E-

mail/Personal Interaction

For Office use Only

Registered by (Name of grievance registered officer)

Mode of Communication – Personal visit/ Phone/ SMS/Letter/Email

Reviewed by -Name and position of personnel reviewed grievance

Action taken:

If action not taken then forwarded to:

Whether action taken disclosed-Yes/No

Means of disclosure: Phone / SMS/ Letter/ Email /Personal interaction

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