05222017 - Conceptual plan-finalenvironmentclearance.nic.in/writereaddata/FormB/TOR/PFR/23052017... · Proposed Group Housing Project “The Great Ashoka City” at Thana no. 19,

Proposed Group Housing Project “The Great Ashoka City” at Thana no. 19, mauza ranipur, Patna, Bihar

Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 23

CONCEPTUAL PLAN 1. INTRODUCTION M/s Aparna architect & Engicons Pvt. Ltd. has proposed to develop Proposed Group Housing “The Great Ashoka City” at Plot No. 2644, 2692, 2674, 2645, 2693, 2668, 2654, 2669, 2665, 2655, 2667, 2656, 2666, 2756, 2658, 2664, 2659, 2676, 2662, 2660, 2675, 2733, 2661, 2677, 2734, 2678, 2754, 2679, 2758, 2682, 2757, 2681, 2766, 2684, 2770, 2540, 2769, 2539, 2768, 2536, 2767, 2537, 2670, 2538, 2671, 2686, 2672, 2683, 2673, 2680 at Khata No. -125, 262, 266, 513, 616, 1397, 537/1396, 608/1474,556, 495, 528, 568, 608, 195/495, 573, 495, 493, 622, 558, 512, 586, 513, 534/580, 528, 516, 577, 622, 623, 602, 573, 502, 619, 486, 517, 1430, 517, 1262, 1251, 1241, 1395, 537/1396, 1407, 1401, 1402 , Thana No. 19, Mauza-Ranipur, , Patna, Bihar. The project is being developed on the total plot area of 46,327.7 m2. The built up area is 1,49,737.04 m2. The development is to be done is in accordance with Patna Master Plan 2031. Considering the above; the existing land use is not expected to get altered due to construction of proposed project. The Project is designated under Category “B” and falls under Item 8(a) (Building and Construction) of the Environmental Impact Assessment (EIA) Notification of September 14, 2006 and its amendments. Summary of Land Documents is attached as Annexure-VII. 2. SITE SURROUNDING & CONNECTIVITY The proposed project site is in Patna city. It is surrounded by populated area such as Ranipur, Paijawa, Sumitra Nagar, Begampur within 5km of the area of proposed project site. Site surroundings and Connectivity details of the proposed project are given in Table-1.

Table-1: Site Surroundings and Connectivity Details

S. No.

Connectivity & Site Surroundings

Description Distance and Direction 1. Nearest School &

College Raghunath High School

RPM Girls college

Jalan High School

Anand International School

St. Anne’s High School

1.15 Km, Towards East.

1.28 Km, Towards North East.

1.78 Km, Towards North East

4 Km towards ENE

1.94 Km towards



2. Nearest Railway Station Gulzarbagh Railway Station, Patna

1.69 Km, Towards NNW

3. Nearest Airport Jay Prakash Narayan International Airport

12.52 Km, Towards West.

4. Nearest Village Ranipur

Paijawa

Sumitra Nagar

Begampur


1.60 Km, Towards South

1.30 Km , Towards East

0.75 km. Towards NE 5. Nearest Hospital Nalanda Medical College

Chirayu Emergancy Hospital

Rajendra Memorial Research institute



2.37 Km Towards NW

6. Nearest Highway/Roads NH-30/ Fatuha Marg

Kumhrar Road

Gulzarbagh Railway Station Road

30 meter, Towards South

2 Km, towards West

0.92 Km towards North

7. State Boundary None No state boundary within 15 Km area from project Site

8. Places of worship Masjid Qadar Baksh

Choti patan devi temple

Mahavir Mandir

Sher Shah Suri Masjid

1 Km, Towards North


2 Km towards North East.

1.5 Km towards North East 9. Water Bodies Gandak River

Ganga River

Punpun river

Mangal talab

Drain

11 Km, Towards South

3 Km, Towards South.

7 Km Towards South

1.3 Km Towards NE

0.12 Km Towards South Source: Google Earth A Google Map of 500m buffer map showing the surrounding area of the proposed project is shown in Figure-1. The topographical map showing the surrounding area within 10 km radius is shown in the Figure-2 and topographical map showing the eco-sensitive area within 15 km radius is shown in the Figure-3.

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3. PROJECT LOCATION AND DESCRIPTION The Proposed Group Housing is planned at “The Great Ashoka City” at Plot No. 2644, 2692, 2674, 2645, 2693, 2668, 2654, 2669, 2665, 2655, 2667, 2656, 2666, 2756, 2658, 2664, 2659, 2676, 2662, 2660, 2675, 2733, 2661, 2677, 2734, 2678, 2754, 2679, 2758, 2682, 2757, 2681, 2766, 2684, 2770, 2540, 2769, 2539, 2768, 2536, 2767, 2537, 2670, 2538, 2671, 2686, 2672, 2683, 2673, 2680 at Khata No. -125, 262, 266, 513, 616, 1397, 537/1396, 608/1474,556, 495, 528, 568, 608, 195/495, 573, 495, 493, 622, 558, 512, 586, 513, 534/580, 528, 516, 577, 622, 623, 602, 573, 502, 619, 486, 517, 1430, 517, 1262, 1251, 1241, 1395, 537/1396, 1407, 1401, 1402 , Thana No. 19, Mauza-Ranipur, , Patna, Bihar by M/s Aparna architect & Engicons Pvt. Ltd. It is surrounded by populated area such as Ranipur, Paijawa, Sumitra Nagar, Begampur within 5km of the area of proposed project site. The coordinates of the project boundary along with the Centre of the project site is given below in the Table-2.

Table-2: Coordinates of the Project Boundary Latitude Longitude

Centre of the Plot 25°35'2.64"N 85°12'57.47"E

Corner-I 25°35'9.27"N 85°12'53.37"E Corner-II 25°35'8.67"N 85°12'53.07"E Corner-III 25°35'8.82"N 85°12'52.51"E Corner-IV 25°35'7.58"N 85°12'51.68"E Corner-V 25°35'7.20"N 85°12'52.35"E Corner-VI 25°35'6.85"N 85°12'52.21"E Corner-VII 25°35'6.35"N 85°12'53.71"E Corner-VIII 25°35'4.82"N 85°12'53.36"E Corner-IX 25°35'4.33"N 85°12'54.41"E Corner-X 25°35'2.52"N 85°12'53.67"E Corner-XI 25°35'2.49"N 85°12'54.17"E Corner-XII 25°35'1.71"N 85°12'54.10"E Corner-XIII 25°35'1.26"N 85°12'56.48"E Corner-XIV 25°34'59.15"N 85°12'56.77"E Corner-XV 25°34'59.03"N 85°12'57.85"E Corner-XVI 25°34'55.07"N 85°12'55.83"E Corner-XVII 25°34'54.77"N 85°12'56.40"E Corner-XVIII 25°34'55.74"N 85°12'56.98"E Corner-XIX 25°34'55.32"N 85°12'57.91"E



Corner-XX 25°34'56.15"N 85°12'58.51"E

Corner-XXI 25°34'56.38"N 85°12'58.13"E Corner-XXII 25°34'56.76"N 85°12'58.42"E Corner-XXIII 25°34'57.01"N 85°12'57.99"E Corner-XXIV 25°34'57.36"N 85°12'58.29"E Corner-XXV 25°34'57.25"N 85°12'58.66"E Corner-XXVI 25°34'57.21"N 85°12'59.87"E Corner-XVII 25°35'0.39"N 85°13'1.45"E Corner-XXVIII 25°35'0.60"N 85°13'0.98"E Corner-XXIX 25°35'1.11"N 85°13'1.24"E Corner-XXX 25°35'1.69"N 85°12'59.72"E Corner-XXXI 25°35'6.58"N 85°12'58.45"E Corner-XXXII 25°35'8.48"N 85°12'54.87"E

The project envisages construction of dwelling units, commercial community and temple community. The building will have one basements and stilt for services and parking purposes and 15,921.437 m2 areas is to be developed as landscaped. The area details are given in Table-3.

Table-3: Area Details of the Proposed Project

S. No. Particulars Area in Sq.m.

1 Total Plot Area 46,327.7 2 Permissible Ground Coverage @ 35% of plot area 16,214.692

3 Proposed Ground Coverage @ 20.43 % of plot area 9,464.747

4 Permissible FAR @ 3.5 of plot area 1,62,146.915

5 Proposed FAR @2.76 of plot area 1,27,950.820a Total Residential area 1,25,111.930

b Community complex area 2,719.22

Temple complex area 119.67

6 First basement area 13,848.530

7 Stilt area 7,937.690

8 Built up area 1,49,737.04

9 Open Area ( plot area - achieved ground coverage) 36,862.9429 10 Landscape area [email protected]% of plot area 15,921.437



The Site plan is attached as Annexure – I. Plans regarding all blocks are attached as Annexure-II. 4. DETAILS OF BUILDING BLOCKS:- The proposed Group Housing Project “The Great Ashoka City” having ten towers and one community complex and one temple complex.

Table 4: Details of Building Blocks

S. No. Description Provided Facilities at Each Floor

1. Tower A G+15 2. Tower B G+15 3. Tower C G+16 4. Tower D1 G+16 5. Tower D2 G+16 6. Tower D3 G+16 7. Tower D4 G+16 8. Tower D5 G+14 9. Tower D6 G+14 10. Tower E G+13 11. Community complex G+4 12. Temple complex G

5. POPULATION DETAIL Total population of the proposed commercial project will be 5,152.2 which include the population of residential population, commercial population, Visitors & Floating Population. Breakup of the population is given in Table-5.

Table-5: Calculation of Population

S.N. Description Number of Dwelling Units/ area in sqm Unit Population Population

1 Residential Population 829 5 4,145

2 Ground Floor Commercial Population 501.82

Ground Floor Population @ 1 person

per 3 sqm of area 167.27

3 First to Forth Commercial Population 2217.4

First to fourth Floor Population @ 1 person

per 6 sqm of area 369.57 4 Temple Complex …. ….. 2



5 Visitors @ 10 % of total population …. …. 468.384

6 Total …. ... 5,152.224*Source- National Building Code, 2005

6. DESIGN CONSIDERATION The project structures have been designed after due study of the local architecture. The project area is developed and bears significant architectural aspect. Likewise, the plot has been planned with modern design and facilities with large stretches of open spaces. Design Criteria:

Eco-friendly environment by providing maximum green space, lawns, trees and shrubs.

Utilizing maximum FAR and height as per Building Bye -laws and fire regulations.

Modular planning by adopting grid system to achieve flexibility in design and parking in basement area.

Provision of maximum light and ventilation to all spaces.

All efforts will be taken to make the building in accordance with the green building concept by using various techniques.

7. ROAD & PARKING DETAILS Internal Road - Project has maximum 6 meters wide drive way inside the proposed project. External Road – NH-30 is at approx. 30 meter in South Direction Entry/exits provided in the Building Premises – 1 entry/exit for proposed group housing project in South. Parking Details – The total parking space required is 31,998.22 SQM and proposed is 31,987.7 SQM. The details of parking required and proposed are given below:-

Table-6: Parking Details

PARKING CALCULATION CHART Residential Complex built up area of all the housing towers 1,25,111.93 SQM built up area of community complex 2,719.22 SQM built up area of temple complex 119.67 SQM total built up area of the residential complex 1,27,950.82 SQM



required parking space @ 25% of total built up area

= 25% OF 127950.82 SQM = 31987.7 SQM

required visitors parking @ 15% of parking space

= 15% OF 31987.7 SQM = 4798.16 SQM

parking space provided on ground stilt floor = 7937.69 SQM parking space provided in 1st basement = 13848.53 SQM ground parking space provided in open the complex

= 10212 SQM

total parking space provided in the residential complex

= 31998.22 SQM > 31987.7 SQM

Basement plan is attached as Annexure-III. Ground floor traffic circulation plan is attached as Annexure-IV. Surface Parking Plan is attached as Annexure-V. 8. LANDSCAPE DEVELOPMENT Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution. Calculation of green area for proposed project is given in Table-7. Table-8 indicates various suggested species to be used in greenbelt development.

Table-7: Calculation of Green Area

Total Plot area 46,327.7 Sq. m.

Open Area 36,862.9 Sq. m. Landscape Proposed @ 33% of Plot area 15,921.437 Sq. m.



Table-8: Suggested Species to be used for Greenbelt Development of Project Site

Landscape plan is already attached as Annexure-V.

S.No. Binomial Name Family Common

Name Hindi Name

Sensitive/

Tolerant Habit

Height

Growth rate

Regeneration

Evergreen/

Deciduous

Flowering season

Crown shape

1 Cassia fistula linn Caesalpinaceae Golden Showers

Amlatas T Tree 12m Quick

Growing By seeds, Suckers

Deciduous Mar - May Round

2 Grevillea robusta

A. Cunn. Proteaceae

Silvery or Silky oak

T Tree 20m Quick

Growing By Seeds Evergreen Feb - April Oblong

3 Jacaranda

mimosaefolia D.Don

Caesalpinaceae Nil-

gulmohur Jacaranda S Tree 10m

Quick Growing

By Seeds Deciduous March-April Round

4 Polyalthia

longifolia (Sonn.) Th

Anonaceae Ashok Devdaru S Tree 15m Quick

Growing

Through seeds (fresh) Evergreen

Evergreen April - June Conical or Rounded

5 Delonix regia (Boj.

ex Hook.) Raf. Fabaceae

Flamboyant

Gulmohar T Tree 12m Quick

Growing By seeds Deciduous April - June Round

6 Lagerstroemia

speciosa (L.) Pers.

Lythraceae Giant Crape-myrtle

Jarul. T shrub 3m Quick

Growing By Seeds Deciduous June

Round / Oblong

7 Caesalpinia pulcherrima

(L.) Sw. Fabaceae

Peacock Flower

Radhachura

T shrub 3m Quick

Growing By seeds Deciduous June Round

8 Euphorbia

pulcherrima Willd. ex Klotzsch

Euphorbiaceae Poinsettia Christmas

Star T shrub 4m

Quick Growing

By seeds Deciduous June Round

9 Bougainvillea spp Comm. ex Juss.

Nyctaginaceae Bougainvillea

Bougainvillea

T shrub 3m Quick Growing

By tubers Deciduous Round the year

Rounded

10

Azadirachta indica A. juss.

Meliaceae Indian Lilac

Nim T Tree 20m Quick Growth after 1st season

By Seeds Evergreen Jan - March, Aug. - Sept.

Spreading



9. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION Water Requirement for the proposed project is discussed below. 9.1 Water requirement during Construction phase Water requirement during the Construction phase will be met by treated water from CSTP /Private Water tanker suppliers. 9.2 Water requirement during operation phase Water requirement during the operational phase will be met through Municipal supply or by Ground water after taking permission from CGWB.. The total water requirement for the proposed project has been estimated to be 728 KLD. This includes domestic water requirement, flushing, landscaping, DG and for firefighting tank. The total fresh water requirement is 417 KLD which includes domestic water & first time Fire-fighting water requirement. The water requirement for flushing, landscaping and DG Cooling will be met through treated water from STP in operational phase. Details of break-up of water requirement are given in Table-9.



Table-9: Details of water requirement

S. No. Description Area in Sq. m. PopulationUnit water

consumption (litres)

Total water

required (kld)

Water requirement for domestic

use (kld)

Water requirement for flushing

use (kld)

Wsate water Generatiuon

(KLD)

1 Residential Population …. 4145 135 559.58 393.775 165.8 480.82

2 Commercial Population including temple complex

…. 537 45 24.17 16.110 8.055 20.943

4 Horticulture 15921.437 …. 5 liter/sqm 79.61 … ….

5

DG Sets (1000+500+1000+1000+5000 KVA)

1 KVA*1 liter*Hour

48.00 …. ….

6 Swimming Pool 10.00

7 Fire fighting

1% of total water

requirement 7.11 ….

…. 7 TOTAL 728.46 409.885 173.855 501.763

Say 728 410.000 174 502



9.3 Wastewater Generation The total estimated quantity of wastewater to be generated from proposed project is 502 KLD. Calculation of wastewater generation is shown below in Table-10.

Table-10: Calculation of Wastewater Generation

Details Water (KLD)

Water requirement for domestic purpose 410

Wastewater generating from domestic use (@ 80% of consumptive losses)

328

Water requirement for Flushing Purpose 174

Wastewater generating from Flushing (@ 100% of flushing requirement)

174

Total Wastewater generation 328+174 =502

Water balance diagram for Non-Monsoon is given in Figure-4 and for Monsoon is given in Figure-5

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9.4 Reuse of Treated Water:

Total waste water generated is 502 KLD, which will be treated in the onsite STP of capacity 1.2 times higher than the waste water generated i.e.610 KLD. The treated water available is 402 KLD @ 80% of generated waste water from domestic and flushing and it will be recycled and re-used for flushing, DG Cooling and irrigation of landscape area. During the non-monsoon season, treated water i.e. 402 KLD will be used in Flushing, DG Cooling & landscaping management, so, project has discharge of 100 KLD in Non Monsoon season but during the monsoon season, as there will be fewer requirements of water for landscaping i.e .40 KLD, and the excess treated water depending up on requirement either will be discharged into the sewer line. The details of recycled water uses are provided in Table-11 below.

Table-11:- Recycled Water Uses

Treated Water

Flushing LandscapingDG

Cooling Discharge to sewer

Non-Monsoon Season

402 KLD 174 KLD 80 KLD 48 KLD 100 KLD

Monsoon Season 402 KLD 174 KLD 40 KLD 48 KLD 140 KLD Wastewater Treatment Scheme The waste water generated will be treated in the Sewage Treatment Plan, and the capacity of Sewage Treatment Plant (STP) will be 1.2 times higher of waste water generated as per CPCB norms i.e. 610 KLD. The proposed STP is based on Fluidized Aerobic Bio-reactor process based on the FAB process. Dual Plumbing Scheme Water Supply scheme has been designed as Dual Plumbing. Dual Plumbing refers to the system when the toilets and urinals are served by recycled water while the remaining fixtures are served by potable water. This co-existence of the two systems requires extra caution to prevent unauthorized plumbing modifications that can lead to a cross-connection between recycled water and potable water systems.

10. STORM WATER DRAINAGE The storm water disposal system for the premises shall be self-sufficient to avoid any collection/ stagnation and flooding of water. Maximum harvesting will be done within the site. Therefore, it



has been decided to provide sufficient rain water harvesting at selected locations, which are liable to catch the maximum run-off from the area. Following are some measures for Storm water disposal:

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at

regular intervals for rain water harvesting and ground water recharging.

3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank. This water will be pumped out to the nearest external storm water drain.

4) The annual rainfall intensity of 40 mm/hr shall be considered for designing the storm water drainage system.

5) The entire site is provided with extensive planned underground drainage system with

gravity connections to the Recharge pits. Overflow from last Recharge pit shall be connected to water Drain line. The arrangement provides appropriate protection to the site against flooding.

11. RAINWATER HARVESTING Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be stored for direct use or for recharging the groundwater. Rain Water Harvesting is the technique through which rain water is captured from the roof and paved surfaces and stored in sub-surface ground water reservoir by adopting artificial recharge techniques. Advantages: To meet the ever increasing demand for water. To avoid flooding of roads. To augment the ground water storage and control the decline of water table levels. To reduce ground water pollution. To improve the quality of ground water. To reduce the soil erosion. To supplement domestic water requirement during summer, drought etc. Improves the quality of ground water through dilution when recharged to ground water.



In saline areas, rain water provides good quality water and when recharged to ground water, it reduces salinity and also helps in maintaining balance between the fresh-saline water inter-faces.

Rainwater Harvesting Calculation for the proposed project is given in Table-12 and Table-13.

Table-12: Runoff Calculation of the Area

Table-13: Numbers of Pits Calculation Diameter of recharge pit 3

Depth of recharge pit 3

Volume of Single recharge pit 21.19 m3

No of Pits Required 12.4 Say, 12 pits No. of pits required 12 pits

As per the calculation provided above, the nos. of RWH Pits is required 12 pit, and we have proposed 12 nos. of RWH pits.

12. POWER REQUIREMENT The total electrical load demand has been estimated to be 5900 KVA. The possible sources of power will be Sate Electricity Supply.. In case of power failure, 5 DG sets of total capacity of 4000 KVA (3*1000+2*500) will be provided. The DG sets are water cooled type.

S. No. Type of Surface Catchment Area (m2)

Runoff Coefficient

Intensity of Rainfall (mm/hr)

Intensity of Rainfall (m/hr)

Runoff (m3 /hr)

1. Total Roof /Terrace Area

9464.74 0.8 40 0.040 302.87

2. Green area 15921.43 0.2 40 0.040 628.24

3. Paved area 20941.50 0.7 40 0.040 127.37

Total Runoff (m3 /hr) 1058.48



The DG sets are being provided with acoustic enclosure. Adequate stack heights of D.G. Sets is provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate natural dispersion of exhaust gases as the calculation for the stack height is given below considering height of the building. Calculation of DG Stack Height:

H = h + 0.2 √ (capacity of DG in KVA.)

Where: H = Total height of stack in meter. h = Height of the building in meters where the generator set is installed. KVA = Total generator capacity in the set of KVA. For DG set of 500 KVA H = h+0.2 √500 H = h+0.2 x 22.36 H = h+4.47or say 4 meter We suggest 6 meter above the max. Height of the building.

For combined DG set of 4000 KVA

Stack Height for the combined capacity (More than 1000 KVA)

Combined Capacity = 3* 1000 KVA + 2*500 KVA = 4000 KVA

H=14*Q0.3 ------- (As per CPCB norms for D.G. sets commissioned after 1.7.2003)

Where,

H= Stack Height

Q=Sulphur Content in Kg/hour

Fuel Consumption for combined DG set capacity of 4000 KVA = 210lit/hour

Sulphur content in fuel =0.25%

Density of HSD= 0.85 kg/liter

Sulphur Content in whole fuel=52.5%

=0.525 Li/hr

=0.44625Kg/hr

SO2 Emission (Q)=0.8925 Kg/hr

H =14 *Q0.3



=14*(0.8925) 0.3 = 13.5304 ~ 14 m

We suggest a stack height of 6 m

13. SOLID WASTE GENERATION AND MANAGEMENT The project will adopt a systematic approach for solid waste collection and disposal. Solid waste generated from the project will be collected properly and will be managed as per Solid Waste Management Rues, 2016 The domestic solid waste will be generated by the residential population, commercial population and floating population, pertains to the two categories, Bio-degradable and Non-biodegradable. These solid wastes will be collected separately by putting three types of separate bins at the source of generation. For the biodegradable waste green bins will be provided, for the recyclable waste white bins and for the non-biodegradable waste black bins will be provided. It is estimated that maximum solid waste generation would be about 1,945.8 kg / day and 365.456 kg/day of sludge (wet basis). Following solid waste generation rate has been considered as given in Table-14.

Table-14: Proposed Solid Waste Generation Calculation

S. No. Solid Waste Calculation Waste Generation Rate Formula Total

Population Waste Generated

1 Commercial Population 0.1 to 0.2 kg/cap/day Total Population*0.15 537 80.55

2 Residential Population

0.3 to 0.6 Kg/ cap/dayTotal Population*0.45 4,145 1865.25 kg/day

Total 1945.8 kg/day*Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India. The E-waste generated will be managed as per the E-waste management Rules 2016. The detailed Solid Waste Generation Management Plan is provided in Figure-6 below:

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1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Fly Ash 7. Reinforcement steel 8. Plywood & steel shuttering 9. Pipe scaffolding (cup lock system) 10. Bricks 11. Marble 12. P.V.C. conduit 13. MCBs/DBs 14. PVC overhead water tanks 15. Pave tiles 16. GI pipe 17. Wastewater lines 18. S.W. sewer line up to main sewer 19. PVC rain water down take 20. Stainless steel sink in kitchen 21. Insulated glass on external facade with ACP 22. Joinery hardware

List of Machinery to be used during Construction is as follows:

1. Dumper : Shall be used for mud and material handling 2. Concrete mixer with hopper : for RCC work 3. JCB/Pock line : Shall be used for digging and earth work 4. Concrete Batching Plant : Will be used for concrete mixing 5. Road roller : For compacting earth