Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. ,

CONCEPTUAL PLAN

INTRODUCTION

An Affordable Group Housing Colony is to be developed by M/s Ras Developments Pvt. Ltd. The site is located in the revenue estate of Village Padhana, Sector-16, Distt. Karnal, Haryana on a land admeasuring 7.006 acres. M/s Ras Developments Pvt. Ltd. are successful in providing specifically designed housing solutions to the elite professional keeping in mind their daily needs and their exquisite taste in lifestyle. The total plot area is 28,352.03 m2. The project is based on following objectives:

 To provide modern residential and recreational facilities.  To enhance the surrounding with greenery, landscaping and recommended aesthetics.  To adopt the practice of plantation and rain water harvesting to create a better micro climate in the area.  To recharge Ground Water by proposing Rainwater Harvesting System.

SITE LOCATION AND SURROUNDINGS

An Affordable Group Housing Colony is located in the revenue estate of Village Padhana, Sector-16, Distt. Karnal, Haryana. The Co-ordinates of the project site are 29°48'09.10"N and 76°57'04.37"E. Google Earth image & Toposheet showing project site & surroundings within 500 m, 10 and 15 km are attached as Annexure 1 & 2.

CONNECTIVITY

The project site is well connected through NH-1 which is 0.06 km away from project site in West direction. The nearest railway station being Taraori Railway Station, about 1.35 km and Karnal Railway Station about 12.12 km away from the project site in WSW and South direction respectively. The nearest airport is Karnal Airport, at 12.98 km from the project site

M/s RAS Developments Pvt. Ltd. 87 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

in SE direction. and Indira Gandhi International Airport is 98.06 km and 137.63 km away from the project site in North and South direction respectively.

AREA STATEMENT

The total area of project is estimated 28,352.03 m2 (or 7.006 acres). The detailed Area Statement is provided below in Table 1. Table 1: Area Statement

S. No. Particulars Area (in m2) 1. Total Plot Area 28,352.03 2. 50% of Area under road widening/green 1,526.73 3. Net Plot Area 26,825.30 4. Commercial Plot Area (@ 4% of Net Plot Area) 1,073.01 5. Group Housing Plot Area (@ 96% of Net Plot Area) 25,752.29 6. Permissible Ground Coverage (@ 50% of Net Plot Area) 13,412.65 7. Proposed Ground coverage (@ 36.92% of Net Plot Area) 9,904.875 8. Permissible FAR for Commercial (@ 1.75 of Commercial Plot 1,877.77 Area) 9. Proposed FAR for Commercial (@ 1.74 of Commercial Plot Area) 1,871 10. Permissible FAR for Group Housing (@ 2.25 of Group Housing 57,942.65 Plot Area) 11. Proposed FAR for Group Housing (@ 2.249 of Group Housing 57,933.51 Plot Area)  Group Housing 57,899.830  Connecting area 33.680 12. Area for community Centre 185.805 13. Area for Aganwadi 185.805 14. Basement area (1 No.) 1,057.766 15. Stilt area 397.96

M/s RAS Developments Pvt. Ltd. 88 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

16. Built Up Area 61,631.846 16. Green Area (@ 22.40% of Net Plot Area) 6,011 17. Maximum Height of Building (meters) till Terrace 44.8 m

M/s RAS Developments Pvt. Ltd. 89 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

FAR DETAILS

Table 2: Tower wise FAR details

TYPE- FLOOR TYPE-A1, A3, A4, A5, A6 TYPE-A2 TYPE-A7 TYPE- A8 TYPE-D1 TYPE-D3 D2 G+13 G+13 G+13 G+13 G+3 G+3 G+3

GROUND FLOOR 416.326 416.326 416.326 315.461 141.946 109.746 77.871 FIRST FLOOR 454.425 454.425 454.425 454.425 140.701 140.701 140.701

2ND FLOOR 454.425 454.425 454.425 454.425 140.701 140.701 140.701

3RD FLOOR 454.425 454.425 454.425 454.425 140.701 140.701 140.701 4TH FLOOR 454.425 454.425 454.425 454.425 5TH FLOOR 454.425 454.425 454.425 454.425 6TH FLOOR 454.425 454.425 454.425 454.425 7TH FLOOR 454.425 454.425 454.425 454.425 8TH FLOOR 454.425 454.425 454.425 454.425 9TH FLOOR 454.425 454.425 454.425 454.425 10TH FLOOR 454.425 454.425 454.425 454.425 11TH FLOOR 454.425 454.425 454.425 454.425 12TH FLOOR 454.425 454.425 454.425 454.425

M/s RAS Developments Pvt. Ltd. 90 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

13TH FLOOR 445.795 302.575 356.432 356.442 TOTAL F.A.R FOR 6,315.272 6,172.036 6,225.906 6,125.039 564.054 531.854 499.974 ONE TOWER NO. OF TOWER 5 1 1 1 12 1 1 TOTAL F.A.R FOR 31,576.36 6,172.036 6,225.906 6125.039 6,768.656 531.854 499.974 ALL TOWER CONNECTION 33.680 AREA TOTAL F.A.R 57,933.51 DWELLING UNITS 555 (111 x 5) 108 111 109 192 15 14 TOTAL DU 1,104

BUILT UP AREA DETAILS

Table 3: Built-up area details

S. No. Particulars Area (m2) 1. FAR for Group Housing 57,933.51 2. FAR for Commercial 1,871 3. Aganwadi area 185.805 4. Community area 185.805 5. Basement area 1,057.766 6. Stilt area 397.96 Total Built Up Area 61,631.846 m2

M/s RAS Developments Pvt. Ltd. 91 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

POPULATION DENSITY

The total population for the project is 6,348 persons. The detailed population breakup is given below in the following Table 4.

Table 4: Population Break up S. No. Unit Type Nos./FAR (m2) PPU/No. person/ Total Population m2 1. Residential 1104 5 5520 2. Staff 5 % of residential population 276 3. Visitors 10 % of residential population 552 Grand Total 6,348

WATER REQUIREMENT

During operation phase, the agency of water supply is HUDA. The total water requirement is approx. 840 KLD out of which total domestic water requirement is 765 KLD. The fresh water requirement is approx. 570 KLD which is 70% of the domestic water demand and filter back wash. The daily water requirement calculation is given below in Table 5: Table 5: Calculations for Daily Water Demand Area Total Water S. Description (in m2) /No. Total Rate of water Requirement No. of Dwelling Occupancy demand (lpcd) (KLD) units A. Domestic Water Residential Population  Residential 1,104 5,520 @ 135 lpcd 745 KLD B Staff 276 @ 45 lpcd 12 KLD

C Visitors 552 @ 15 lpcd 8 KLD

Domestic Water Demand (A+B+C) = 765 KLD

M/s RAS Developments Pvt. Ltd. 92 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

D Horticulture and 6,011 m2 6 lt./sqm/day 36 Landscape development E DG Sets Cooling 4 (3x 0.9 l/KVA/hr 5 250 kVA + 1 x 62.5 kVA)* F Filter Back wash 34 Grand Total (A+B+C+D+E+F) = 840 KLD *DG Sets water demand are calculated for 6 hours operation period only.

Table 6: Sullage Calculations

Domestic Water Requirement 765 KLD  Fresh (@ 70% of domestic) + Filter Back 536 + 34 = 570 KLD wash  Flushing (@ 30% of domestic) 229 KLD Sullage Generated 429 + 229 + 31 = 689 (@ 80% fresh + 100% flushing + 90% filter back KLD wash)

The water balance diagram is shown below in Figure 1:

M/s RAS Developments Pvt. Ltd. 93 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

FRESH WATER @ 80% TOTAL FRESH WATER (536 KLD) SULLAGE GENERATED 536+ 34 = 570 KLD (@ 70% of Domestic water) (689 KLD) @ 100% STP CAPACITY 830 KLD

FLUSHING 229 KLD (229 KLD)

(@ 30% of Domestic water)

HORTICULTURE 36 KLD (36 KLD) @ 80 %

551 KLD 34 KLD DG COOLING 5 KLD (5 KLD)

DISCHARGE TO EXTERNAL 281 KLD DRAIN/NEARBY CONSTRUCTION ACTIVITIES (281 KLD)

FILTER BACK WASH @ 90% (34 KLD)

Sullage waterwaterwaterwRecycled Water aterwaterwaterwat erFresh Water

Figure 1: Water Balance Diagram

Sullage Generation & Treatment It is expected that the project will generate approx. 689 KLD of sullage. The sullage will be treated in the STP capacity of 830 KLD provided within the complex generating 551 KLD of recoverable water from STP which will be recycled within the project but 281 KLD will become surplus which will be discharge to external drain/nearby construction activities.

SEWAGE TREATMENT TECHNOLOGY

MBBR TECHNOLOGY

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An external sewage network shall collect the sewage from all units, and flow by gravity to the sewage treatment plant. Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:  The process has long retention time and can absorb shock load situation.  Reduced net daily water requirements, source for Flushing and Horticultural purposes by utilization of the treated wastewater.  Reduced dependence on the public utilities for water supply and sewerage systems.  The process produces a well-oxidized sludge in small quantities only, which can be removed and used as manure. a. Wastewater Details (a) Daily load : 689 KLD (b) Duration of flow to STP : 24 hours (c) Temperature : Maximum 32oC (d) pH : 6.5-8.5 (e) Colour : Mild (f) T.S.S. (mg/l) : 250-400 mg/l

(g) BOD5 (mg/l) : 300-400 mg/l (h) COD (mg/l) : 600-700 mg/l b. Treated effluent (a) pH : 6.0 to 8.5 (b) B.O.D. : <10 mg/l (c) C.O.D. : <30 mg/l (d) Total Suspended Solids : <20mg/l c. Treatment Technology MBBR TECHNOLOGY

Moving bed bio-film reactor technology is based on the principle of attached growth process. Raw sewage will be collected under gravity into the equalization tank after

M/s RAS Developments Pvt. Ltd. 95 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana allowing to pass through the bar screen. Screens will be provided in screen chambers and it will be manually cleaned by going down to a platform. The bar screen, by removing coarse solids from the sewage help in protecting the raw sewage pump. Fully submersible centrifugal non clog sewage handling pump will be provided in the collection cum equalization tank to pump the collected waste water to the next MBBR tanks. Automatic level controller will be provided in the tank to turn the pump off at the low water level in the tank and to start the pump when water level is high automatically. Air will be introduced in this tank to prevent any potential foul smell problem & to provide the mixing of wastewater to avoid the sedimentation of solids in this tank. Air Grid used for aeration purpose shall be non-clog.

The sewage collected in equalization tank is pumped the moving bed bioreactor. There shall be two nos. of bioreactors in series for the efficient working and removal of BODs for the required retention time. The process inside the moving bed bioreactors consists of adding small cylindrical-shaped polyethylene/polypropylene carrier elements in aerated basins to support biofilm growth. The small cylinders are provided with a cross inside the cylinder and longitudinal fins on the outside. The biofilm carriers are maintained in the reactor by the use of a perforated plate with appropriate slot at the tank outlet. Air agitation or mixers are applied in a manner to continuously circulate the packing. The packing may fill 25 to 50 percent of the tank volume. Specific surface area of the packing is about 450-500m2/m3 of bulk packing volume. The waste water from first bioreactor flows by gravity through the perforated plate/mesh to the next bioreactor kept in series. Inside the bioreactors, aerobic bacteria grow in an attached growth from around the moving plastic media inside the reactors. The bacteria have to reduce BOD & COD of waste water in the presence of oxygen provided through the air grids located at the bottom of the reactors. The Process does not require any return activated sludge flow or backwashing.

From the bio-reactors, the effluent passes by gravity into the clarifier (Tube Settling Tank). Clarifier will be a hopper bottom sedimentation tank provided with appropriate size PVC tube deck media. The suspended solids will settle at the bottom of the tank & clear

M/s RAS Developments Pvt. Ltd. 96 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana supernatant will overflow to filter feed tank through outlet launder. The collected sludge at bottom shall be transferred through pumps to sludge holding tank. The clear supernatant after clarifier will be collected in to filter feed tank. This tank will act as housing tank for filter feed pumps. The clarified & dis-infected water will be then fed to filtration unit. Filtration unit consisting of Dual Media sand filter, activated carbon filter and ultra filtration system (optional) will remove the residual impurities such as odor/color, suspended solids, BOD/COD. The treated water after the filtration unit will be collected in Irrigation cum Flushing water storage tank from where it is transferred to flushing water tank at terrace & Irrigation System. Excess sludge from the bottom of the settling tank will be removed and transferred to sludge holding tank. Air grid shall be provided in this tank to avoid conversion into anaerobic conditions, thickening of sludge and keep sludge in homogenous condition. The digested & thickened sludge shall be further thickened through Sludge Dewatering System (Filter press with screw pump) and disposed off periodically through closed tanker or can be reused as manure.

Figure: 2 Schematic Diagrams for STP Based on MBBR Technology

RAIN WATER HARVESTING

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area

M/s RAS Developments Pvt. Ltd. 97 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various buildings will be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 7 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. 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) 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. 3) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. 4) The peak hourly rainfall of 45 mm/hr shall be considered for designing the storm water drainage system.

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak hourly rainfall has been considered as 45 mm/hr. The recharge pit of 3.5 m diameter and 3.0 m depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having adequate diameter and depth. The ground water level in the area is >20 meters bgl. The bottom of the recharge structure will be kept 5 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows:  Catchments/roofs would be accessible for regular cleaning.  The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off.  All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent

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contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off.  No sewage or wastewater would be admitted into the system.  No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.

Calculations for storm water load

Roof-top area = Ground Coverage = 9,904.875 m2 Green Area = 6,011 m2 Paved Area = Net Plot Area – (Roof-top Area + Green area) = 26,825.30– (9,904.875 + 6,011) = 10,909.425 m2

Roof-top Area = 9,904.875 × 0.045 × 0.80 = 356.575 m3/hr

Green Area = 6,011 × 0.045 × 0.10 = 27.05 m3/hr

Paved Area = 10,909.425 × 0.045 × 0.70 = 343.646 m3/hr

Total Runoff Load = 356.575 + 27.05 + 343.646 m3/hr = 727.271 m3/hr Taking 15 minutes Retention Time, Total volume of storm water = 727.271/4 = 181.817 m3

Taking the effective dia. and depth of a Recharge pit 3.5 m and 3.0 m respectively, Volume of a single Recharge pit = π r2h = 3.14 ×1.75 × 1.75× 3 = 28.84 m3

Hence No. of pits required = 181.817/28.84 = 6.30 say 7 pits.

As 1 pit/acre is required so, total 7 rain water harvesting pits will be required for 7.006 acres land.

M/s RAS Developments Pvt. Ltd. 99 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

Total of 7 Rain Water Harvesting pits are being proposed for artificial rain water recharge within the project premises.

Figure 3: Typical Rain Water Harvesting Pit Design

VEHICLE PARKING FACILITIES

Adequate provision will be made for car/vehicle parking at the project site. There shall also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site. Parking Required: As per Haryana Bye laws for Affordable Housing: For Residential = 0.5 ECS / Main DU = 1104 x 0.5 = 552 ECS

M/s RAS Developments Pvt. Ltd. 100 Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

Parking Proposed: Area for stilt parking = 397.96 m2 Area required for 1 ECS of stilt parking = 30 m2 Parking proposed in Stilt area = 13 ECS Area for Basement parking = 962 m2 Area required for 1 ECS of Basement parking = 35 m2 Parking proposed in Basement area = 28 ECS Area for open parking = 12,800 m2 Area required for 1 ECS of open parking = 25 m2 Parking proposed in open area = 512 ECS Total Parking Proposed = 13+28+512= 553 ECS

POWER REQUIREMENT

The power supply shall be supplied by UHBVN (Uttar Haryana Bijli Vitran Nigam). The load requirement for the affordable group housing project will be approx. 4,709.7 kVA.

Details of D.G Sets There is provision of 4 no. of DG sets of total capacity 812.5 kVA (3X 250 + 1 X 62.5 kVA) capacity for power back up in this Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for the management solid waste:  Construction yards are proposed for storage of construction materials.  The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction

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 Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the affordable group housing project.  Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc.

Solid Waste

Constructio n Waste

Construction Empty waste, Cement Excavated Broken Bricks, Bags Soil Waste Plaster

Sold to Used in re-filling, agency for Top soil conserved for landscaping, raising site level recycling balance used in re-filling

Figure 4: Solid Waste Management Scheme (Construction Phase)

During the operation phase, waste will comprise domestic as well as agricultural waste. The solid waste generated from the project shall be mainly domestic waste and estimated quantity of the waste shall be approx. 3,006 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg per capita per day for the visitor, 0.25 kg per capita per day for the staff members and landscape wastes @ 0.2 kg/acre/day) and STP Sludge. Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000.

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Table 7: Calculation of Solid Waste Generation SI. Description Occupancy Waste Generated Waste Generated No. (kg per capita (kg/capita/day) per day) 1. Residents 5,520 0.5 kg/capita/day 2,760

2. Staff 276 0.25 kg/capita/day 69 3. Visitors 552 0.15 kg/capita/day 82.8 4. Horticultural Waste @ 0.2 kg/acre/day 0.296 (1.48 acres) Total Municipal Waste Generation = 2912.096 say 2912 kg/day 5. STP Sludge 94 Total Solid Waste Generation = 3,006 kg/day (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of , May 2000)

 Collection and Segregation of waste 1. A door to door collection system will be provided for collection of domestic waste in colored bins from household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste. 3. Adequate number of colored bins (Green and Blue & dark grey bins– separate for Bio-degradable and Non Bio-degradable) are proposed to be provided at the strategic locations of the project site. 4. Litter bin will also be provided in open areas like parks etc.

 Treatment of waste  Bio-Degradable wastes 1. Bio-degradable waste will be subjected to composting by organic waste converter and the compost will be used as manure. 2. STP sludge is proposed to be used for horticultural purposes as manure.

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Affordable Group Housing Colony CONCEPTUAL PLAN Village Padhana, Sector-16 Distt. Karnal, Haryana

3. Horticultural Waste is proposed to be composted and will be used for gardening purposes.  Recyclable wastes i. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after decomposition. ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.  Disposal Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000. A Solid waste management Scheme is depicted in the following figure for Affordable Group Housing Project.

Figure 5: Solid Waste Management Scheme (Operation Phase)

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GREEN AREA

Total green area measures 6,011 m2 i.e. 22.40% of net plot area (for Shelter belt, for Avenue plantation, for Landscape, herbs, shrubs and climbers). Evergreen tall and ornamental trees like Alstonia scholaris, Anhtocephalus cadamba, Bauhinia varieagata, Caryota millitis, Cassia fistula etc have been to be planted inside the premises.

Table 8: List of species to be planted S.No. Botanical name Local name 1. Azadirachta indica Neem 2. Delonix regia Gulmohar 3. Jacaranda Mimosaefolia Jacranda 4. Cassia fistula Aaltas 5. Madhuka latifolia Mahua 6. Mangifera indica Mango 7. Tamarindus indica Imli 8. Plumeria alba Champa 9. Schleichera oleosa Kusum 10. Terminalia arjuna Arjun ORNAMENTAL SHRUBS 11. Bauhinia aculinata 12. Bignonia venusta 13. Bougainvilleas spp.

DETAILS OF CONSTRUCTION MATERIALS

List of building materials being used at site: 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work

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5. Cement 6. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Crazy (white marble) in grey cement 11. P.V.C. conduit 12. MDS, MCBs 13. PVC overhead water tanks 14. 2 1/2'’ thick red colour paver tiles 15. PPR (ISI marked) 16. PVC sullage lines 17. S.W. sewer line up to main sewer 18. PVC rain water down take 19. Stainless steel sink in kitchen 20. Joinery hardware- ISI marked MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES

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LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) Concrete Batching Plant (v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Hoist (xi) Labor Lifts (xii) Pile Boring Machines (xiii) Concrete pressure pumps (xiv) Mobile transit mixer

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