1.0 INTRODUCTION National Mineral Development Corporation (NMDC) is proposing to construct a residential complex with institutes and facilities which will include residential colony, studio apartment schools and institutes. This facility which is going to be developed is exclusively for the people of Nagarnar Iron & Steel Plant. The project Residential complex and other facilities is to be developed by NMDC Iron & steel Plant. The proposed project is located at village : Chowkawada and Dhanpunji village, near Jagdalpur, Distt. Bastar, Chhattisgarh on a land admeasuring 84.14 acre. National Mineral Development Corporation (NMDC), a Government of India enterprise is the business of developing and exploiting the mineral resources of the country-other than coal, oil and atomic minerals. National Mineral Development Corporation (NMDC) is involved in the exploration of a range of minerals, including iron ore, copper, rock phosphate, lime stone, Dolomite, gypsum, Bentonite, Magnetite, diamond, tin, tungsten, graphite and beach sands. The company is an iron ore producer and exporter, producing 20.74 million tonnes of iron ore from three fully mechanized mines in Chhattisgarh and Karnataka. NMDC has made valuable and substantial contribution to the National efforts in the mineral sector during the last five decades and has been accorded the status of schedule-a Public Sector Company. 2.0 SITE LOCATION AND SURROUNDINGS The project is located at village Chowkawada and Dhanpunji near Jagdalpur town in Bastar district of Chhattisgarh. Google image showing project site & surroundings within 2 km, 5 km and 10 km radius are given in Annexure I. Width of the approach road (NH-43) is 16m and the location of nearest fire station is 16.75 km. NMDC Iron and Steel Plant 1
2.1 CONNECTIVITY Table 2.1: Connectivity. S.N. Connectivity Name of the facility Distance and Direction from the project site 1. Nearest Highway NH-43 0.57 km in North direction 2. Nearest Railway Station Kotpar Road Railway 12.50 km in East direction Station 3. Nearest Airport Jagdalpur Airport 16.75 km in West direction 3.0 AREA STATEMENT The total area of project is 3, 40,502.46 m 2 (or 84.14 acres). The detailed Area Statement is provided below in Table 3.1. Table 3.1: Area Statement S. No. Particulars Area (in m 2 ) 1. Total Plot Area (TPA) 3,40,502.46 2. Permissible Ground Coverage a) Const. Colony comprising 362 quarters (@ 33.3 % of Const. Colony) b) Studio apartment I (@ 33.3 % of Studio apartment I) c) Studio apartment II (@ 33.3 % of Studio apartment II) d) Education Complex (@ 25% of Education Complex) 3. Proposed Ground Coverage a) Const. Colony comprising 362 quarters b) Studio apartment I c) Studio apartment II d) Education Complex 91,851.79 15,025.50 6,160.50 7,067.53 63,598.26 60,239.81 8,232.15 4,273.99 6,293.22 41,440.45 4. Permissible FAR a) Const. Colony comprising 362 quarters @ 1.5% of TPA b) Studio apartment I @ 1.5% of TPA c) Studio apartment II @ 1.5% of TPA d) Education Complex @ 1% of TPA 5. Proposed FAR a) Const. Colony comprising 362 quarters 3,81,661.23 67,682.47 27,750 31,835.73 2,54,393.03 1,54,515.16 32,374.43 NMDC Iron and Steel Plant 2
b) Studio apartment I c) Studio apartment II d) Education Complex 6. Built Up Area a) Const. Colony comprising 362 quarters b) Studio apartment I c) Studio apartment II d) Education Complex 7. Landscape Area (@ 15.16 %) a) Const. Colony comprising 362 quarters b) Studio apartment I c) Studio apartment II d) Education Complex 21,354.16 27,728.65 73,057.92 1,95,300.89 46,601.90 28,520 32,101.51 88077.48 51,638.29 5,620.14 3,967.56 2,352.88 39,697.71 8. Stilt Area 10,483.99 9. Maximum Height of Building (meter) 25.8 4.0 POPULATION DETAILS The residential population of the project will be 4,513 persons and the population for the staff and visitors is assumed to be 125 and 775 respectively. So, the total population for the project is 8669 persons. The detailed population breakup is given below in the following Table 4.1. Table 4.1: Population Break up S. No. Unit Type Nos. PPU Total Population 1) A) Resident population a) Const. Colony comprising 362 362 4.5 1,629 quarters b) Studio apartment I 220 4.5 990 c) Studio apartment II 220 4.5 990 d) Education Complex Staff Resident (ITI college 201 4.5 904 +Polytechnic College + 12 th ) A) Total Resident population Visitors 4,513 450 NMDC Iron and Steel Plant 3
2) B) Students Population Hostel Students 1,597 Local Students 1,659 Total no. of students 3,256 Staff 125 Visitors 325 Grand Total 8,669 5.0 PROJECT COST The total estimated cost of the project is Rs 370.96 Crores which includes the cost of the land as well as the developmental cost. 6.0 WATER REQUIREMENT The fresh water supply will be provided through the municipal supply. The total water requirement is approx. 1250 KLD, out of which total domestic water requirement is 917 KLD. The fresh water requirement is approx. 648 KLD (70% of the domestic water demand + 6 KLD for swimming pool make up) met by municipal supply. The daily water requirement calculation is given below in Table 6.1: Table 6.1: Calculations for Daily Water Demand S. No. Description A. a) Domestic Water a) Const. Colony comprising 362 quarters Area (in m 2 ) Total Occupancy 1629 135 Rate of water demand (lpcd) Total Water Requirement (KLD) 219.91 b) Studio apartment I 990 135 133.65 c) Studio apartment II 990 135 133.65 d) Education Complex Staff Resident (ITI college +Polytechnic College + 12 th 904 135 122.04 NMDC Iron and Steel Plant 4
e) Visitors 450 15 6.75 b) Students Population Hostel Students 1597 135 215.59 Local Students 1659 45 74.65 Staff 125 45 5.62 Visitors 325 15 4.87 Total domestic water demand(a) 916.73 SAY 917 B. C. Horticulture and Landscape development DG Sets Cooling (3*325, 250, 400, 200 KVA = 1825 KVA) 51, 638.29 m 2 6 l/sqm Make-up water D. swimming Pool Grand Total (A+B+C+D) = 1249.26 KLD SAY 1250 KLD 309.83 0.9 l/kva/hr 16.43 6 Table 6.2: Waste Water Calculations Domestic Water Requirement 917 KLD Fresh (70% of domestic) 642 KLD Flushing (30% of domestic) 275 KLD Waste Water Generated 789 KLD (80% fresh + 100% flushing) NMDC Iron and Steel Plant 5
The water balance diagram is shown below in figure 6.1 & 6.2 respectively: TOTAL FRESH WATER (642 + 6 = 648 KLD) FRESH WATER (642 KLD) (70% of Domestic water) @ 80% WASTE WATER GENERATED (789 KLD) STP CAPACITY 950 KLD FLUSHING (275 KLD) (30% of Domestic water) @ 100% 275 KLD HORTICULTURE (310 KLD) 310 KLD Fresh water Waste water DG Cooling (17 KLD) 17 KLD @ 80 % 631 KLD Recycled Water MAKE UP WATER FOR SWIMMING POOL (6 KLD) Over flow to STP RECREATIONAL PURPOSES & ROAD WASHING (10 KLD) 10 KLD DISCHARGE TO SEWER (19 KLD) 19 KLD Figure 6.1: Water Balance Diagram (During Dry Season) NMDC Iron and Steel Plant 6
TOTAL FRESH WATER (642 + 6 = 648 KLD) FRESH WATER (642 KLD) (70% of Domestic water) @ 80% WASTE WATER GENERATED (789 KLD) STP CAPACITY 950 KLD FLUSHING (275 KLD) (30% of Domestic water) @ 100% 275 KLD DG Cooling (17 KLD) 17 KLD Fresh water Waste water MAKE UP WATER FOR SWIMMING POOL (6 KLD) Over flow to STP @ 80 % 631 KLD Recycled Water RECREATIONAL PURPOSES & ROAD WASHING (10 KLD) 10 KLD DISCHARGE TO SEWER (329 KLD) 329 KLD Figure 6.2: Water Balance Diagram (During Rainy Season) Wastewater Generation & Treatment It is expected that the project will generate approx. 789 KLD of wastewater. The wastewater will be treated in the STP provided within the complex generating 631 KLD of recoverable water from STP which will be recycled within the project but 19 KLD will become surplus which will be discharged to Municipal Sewer Line. In rainy season, as water for horticulture will not be required, surplus 329 KLD effluents will be discharged to municipal sewer line. NMDC Iron and Steel Plant 7
7.0 SEWAGE TREATMENT TECHNOLOGY 7.1 FAB TECHNOLOGY Sewerage System An external sewage network shall collect the sewage from all units, and flow by gravity to the proposed sewage treatment plant, based on FAB technology. Following are the benefits of providing the Sewage Treatment Plant in the present circumstances: Reduced net daily water requirements, source for Horticultural purposes by utilization of the treated waste water. Reduced dependence on the public utilities for water supply and sewerage systems. Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an excellent fertilizer for horticultural purposes. a. Wastewater Details (a) Daily load : 789 KLD (b) Duration of flow to STP : 24 hours (c) Temperature : Maximum 32 o C (d) ph : 7 to 9.5 (e) Colour : Mild (f) T.S.S. (mg/l) : 100-400 mg/l (g) BOD 5 (mg/l) : 200-300 mg/l (h) COD (mg/l) : 500-700 mg/l b. Final discharge characteristics (a) ph : 6.5 to 7.5 (b) Oil & Grease : <10 mg/l (c) B.O.D. : <20 mg/l NMDC Iron and Steel Plant 8
(d) C.O.D. : <100 mg/l (e) Total Suspended Solids : <10 mg/l c. Treatment Technology Treatment Technology The technology is based on attached growth aerobic treatment followed by clarification by a tube settler. Lime will be dosed in for suppression of foaming tendencies. The clarified water will be filtered in a pressure sand filter after dosing of coagulant (alum) for removal of unsettled suspended impurities. This water will be passed through an activated carbon filter for removal of organics. The filtered water from ACF is then chlorinated & stored in the flushing tank. The attached growth fluidized aerobic bed reactor (FAB) process combines the biological processes of attached & suspended growth. It combines submerged fixed film with extended aeration for treatment of the waste water. The waste water after screening is collected in an equalization tank. The equalization tank is required for preventing surges in flow & facilitating equalization of characteristics over the entire quantity of effluent in a given time. A provision for pre-aeration is made in the equalization tank in order to ensure mixing & to prevent the sewage from going septic. The equalized sewage is then pumped into the FAB reactor for biological processing. The water enters the bottom of the reactor & flows up through the fixed film media which grossly enhances the hydraulic retention time & provides a large surface area for growth of biological micro organisms. The FAB reactor is aerated by fine pore sub surface diffusers which provide the oxygen for organic removal. The synthetic media floats on the water & the air agitation ensures good water to micro-organism contact. The FAB treatment is an attached growth type biological treatment process where in, the majority of biological activity takes place on the surface of the PVC media. Continuous aeration ensures aerobic activity on the surface of the media. Micro organisms attach themselves on the media & grow into dense films of a viscous jelly like nature. Waste water passes over this film with dissolved organics passing into the bio-film due to concentration gradients within the film. Suspended particles & colloid may get retained on this sticky surface where they are NMDC Iron and Steel Plant 9
decomposed into soluble products. Oxygen from the aeration process in the waste water provides oxygen for the aerobic reactions at the bio-film surface. Waste products from the metabolic processes diffuse outward & get carried away by the waste water or air currents through the voids of the media. The aerated effluent passes into a tube deck settler for clarification. The theory of gravity tube settler system is that the carrier fluid maintains laminar flow in the settling media at specified maximum viscosity. These two parameters of a carrier fluid, flowing through a hydraulic configuration, will determine the velocity gradients of the flow, the height of boundary layer at the inclined surface and the residence time within the media. The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000 and preferably, a number under 400. The laminar flow, through the inclined tubes, will produce velocity gradients sufficiently large to form an adequate boundary layer, where the velocity of fluid approaches zero. Boundary layers are necessary in functioning tube settlers, to allow suspended solids to separate from the viscous carrier fluid. Under gravitational forces, they will settle to the hydraulic surface of the tube and subsequently from the clarifier media. Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually discharged down. This downward rolling action increases particle contact and hence further agglomeration, which increases the sludge settle ability. Studies show that these agglomerated sludge particles can have a settling rate in excess of ten times the settling rate of the individual floc particles in the influent. These heavy agglomerated masses quickly slide down the 60 degree inclined tube and settle at the bottom of the tank. At the bottom of the Tube deck, where the sludge leaves the Tube surface, the larger agglomerated captures smaller particles in the upcoming stream. This solid contact phenomenon greatly enhances the capture efficiency. Stages of Treatment: The treatment process consists of the following stages: Equalization Bio- Degradation NMDC Iron and Steel Plant 10
Clarification & Settling Filtration Figure 7.1: Schematic Diagram of STP 8.0 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 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 plots/shall be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 53 NMDC Iron and Steel Plant 11
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) 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) Peak Hourly rainfall of 50 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 50 mm/hr. The shaft is having a 3 mm diameter including weep hole, vent pipe and 2.75 m depth. Inside the shaft, a recharge well of 200 mm diameter is constructed for recharging the available water to the deeper aquifer. The ground water level in the area is 4-14 meters bgl. The bottom of the recharge structure will be kept 4 m above this level. At the bottom of the shaft a filter media is provided to avoid choking of the recharge well. 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 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. NMDC Iron and Steel Plant 12
Calculations for storm water load Roof-top area = Ground Coverage = 60,239.81 m 2 Green Area = 51638.29 m 2 Paved Area = Total Plot Area (Roof-top Area + Green Area) = 340502.46 (60239.81 + 51638.29) = 228624.37m 2 Runoff Load Roof-top Area = 60239.81 0.05 0.8 = 2409.59 m 3 /hr Green Area = 51638.29 0.05 0.1 = 258.19 m 3 /hr Paved Area = 228624.37 0.05 0.7 = 8001.85 m 3 /hr Total Runoff Load = 2409.59 + 258.19 + 8001.85 m 3 /hr = 10669.63 m 3 /hr Taking 15 minutes Retention Time, Total volume of storm water = 10,669.63/4 = 2667.40 m 3 Taking the effective diameter and depth of a Recharge pit 4 m and 4 m respectively, Volume of a single Recharge pit = π d 2 h/4 = 3.14 4 4 4 / 4 = 50.24 m 3 Hence No. of pits required = 2667.40/50.24 = 53 Pits. Total of 53 Rain Water Harvesting pits are being proposed for artificial rain water recharge within the project premises. NMDC Iron and Steel Plant 13
Figure 8.1: Typical Rain Water Harvesting Pit Design 9.0 VEHICLE PARKING FACILITIES Adequate provision will be made for car/vehicle parking at the proposed 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. 9.1 Parking Required: As per MoEF Norms: For residential facilities = 1 ECS/100 m 2 FAR area NMDC Iron and Steel Plant 14
For Education Complex Total parking required as per FAR area = 81457.24/100 = 814 ECS = 1 ECS/70 m 2 FAR area = 73057.92/70 = 1044 = 1858 ECS As per Chhattisgarh Bye-laws: For Residential = 1 ECS/200 sqm. FAR area = 81457.67/200= 407 ECS For Education Complex = 1 ECS/200 m 2 FAR area = 73057.92/200= 365 Total Parking required = 772 ECS Comparing parking required as per MoEF and as per Chhattisgarh bye-laws the number of ECS by MoEF norms is greater.hereby, the minimum parking required will be 1858 ECS. 9.2 Parking Proposed: For Const. colony comprising 362 quarters Area proposed for Open parking = 7378.73m 2 Area required for 1 ECS of open parking = 25 m² Parking proposed for open parking = 295 ECS Area proposed for stilt parking = 6210 m 2 Area required for 1 ECS of stilt parking = 30 m 2 Parking proposed for stilt parking = 207 ECS Total Parking proposed for const. colony = 502 ECS For Studio Apartment I Area proposed for Open parking = 2725.39 m² Area required for 1 ECS of open parking = 25 m² Parking proposed for open parking = 109 ECS Area proposed for stilt parking = 4273.99 m 2 Area required for 1 ECS of stilt parking = 30 m 2 Parking proposed for stilt parking = 143 ECS NMDC Iron and Steel Plant 15
Total Parking proposed for studio apartment I = 252 ECS For Studio Apartment II Area proposed for Open parking = 2,500 m² Area required for 1 ECS of open parking = 25 m² Parking proposed for open parking = 100 ECS Area proposed for stilt parking = 6,293.22 m 2 Area required for 1 ECS of stilt parking = 30 m 2 Parking proposed for stilt parking = 209 ECS Total Parking proposed for studio apartment II = 309 ECS For Education Complex Area proposed for Open parking = 19,999.13 m 2 Area required for 1 ECS of open parking = 25 m² Parking proposed for open parking = 800 ECS Total Parking proposed for education complex = 800 ECS Total Parking proposed (Const. colony + studio apartment I + studio apartment II + education complex) = 1863 ECS The parking proposed is 1863 ECS which is meeting the required parking as per MoEF standards. 10.0 POWER REQUIREMENT The connected load for the Project will be approx. 3546 KVA which shall be supplied by 2 types of transformers i.e. 2000 KVA and 1600 KVA. 10.1 Details of D.G Sets There is provision of 6 no. of DG sets i.e. 3*325 KVA, 400 KVA, 200 KVA & 250 KVA capacity each for power back up in the Project. The DG sets will be equipped with proper acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. NMDC Iron and Steel Plant 16
11.0 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 soil and stones will be stacked for reuse during later stages of construction Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the proposed residential project. Remaining soil shall be utilized for refilling / road work / rising of site level at locations and sold to outside agency for construction of roads etc. Solid Waste Construction Waste Food Waste Construction waste, Broken Bricks, Waste Plaster Empty Cement Bags, Containers etc. Excavated Soil As per MSW Rules, 2000 and amended Rules, 2008 Used in re-filling, raising site level Sold to agency for recycling Top soil conserved for landscaping, balance used in re-filling Figure 11.1: Solid Waste Management Scheme (Construction Phase) NMDC Iron and Steel Plant 17
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 4410.8 kg per day (@ 0.6 kg per capita per day. Table 11.1: Calculation of Solid Waste Generation S. No. Category Criteria (kg/capita/day) Waste generated (kg/day) 1. Residents 6110 @ 0.6 kg/day 3666 2. Staff 1784 @ 0.25 kg/day 446 3. Visitors 775 @ 0.15 kg/day 116.25 4. Agricultural waste 12.17 acre@ 15 kg/acre/day 182.55 TOTAL SOLID WASTE GENERATED 4410.8 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 India, May 2000)) Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. 1 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. Separate colored bins will be provided for dry recyclables and bio-degradable waste. 3. For institutional waste collection, adequate number of colored bins (Green and Blue bins for bio-degradable and non bio-degradable respectively) are proposed to be provided. 4. Litter bin will also be provided in open areas like parks etc. 2 Treatment of waste Bio-Degradable wastes 1. Bio-degradable waste will be vermicomposted and the compost used as manure. 2. STP sludge is proposed to be used for horticultural as manure. NMDC Iron and Steel Plant 18
3. Horticultural Waste is proposed to be composted and will be used for gardening purposes. Recyclable wastes 1. Grass Recycling The cropped grass will be spread on the green area. It will act as manure after decomposition. 2. Recyclable wastes like paper, plastic etc. will be sold off to recyclables. 3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back arrangement will be made for batteries. 3 Disposal The Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. The inert non-recyclable wastes will be disposed through government approved agency for land filling. A solid waste management scheme is depicted in the following figure for the proposed residential project. NMDC Iron and Steel Plant 19
SOLID WASTE BIODEGRADABLE WASTE NON-BIODEGRADABLE WASTE DARK GREY BINS RECYCLABLE NON RECYCLABLE WASTES VERMICOMPOSTING GREEN BINS BLUE BINS SOLD TO RECYCLING AGENCY LANDFILL Figure 11.2 : Solid Waste Management Scheme (Operation Phase) NMDC Iron and Steel Plant 20
12.0 GREEN AREA Total green area measures 51638.29 m 2 i.e. 15.17 % of the total area which will be area under tree plantation within the residential plots and along the roads. Evergreen tall and ornamental trees have been proposed to be planted inside the premises. Parks will also be developed by the management. Table 12.1 : Green Belt Development Sr. No. Name of Species 1. Adenanthera pavonina 2. Abelmoscus esculentus 3. Albizia richardiana 4. Bridela superba 5. Cassia fistula 6. Cassia siamea 7. Erythrina variegata 8. Bacopa monnieri 9. Dalbergia sissoo 10. Gmelina arborea 11. Grevillea robusta 12. Gliricidia sepicium 13. Madhuca latifolia 14. Mimusops elengi 15. Polyalthia longifolia 16. Parkia biglandulosa 17. Pongamia pinnata 18. Samania saman 19. Singapore cherry 20. Swietenia mahagony 21. Thespesia populnea 22. Terminalia catappa 23. Writia tinctoria NMDC Iron and Steel Plant 21
13.0 DETAILS OF CONSTRUCTION MATERIALS List of building materials being used at site (Quantities are tentative): Sl. No Material Quantity Unit 1 Sand 51710 Cum 2 Aggregate 68820 Cum 3 Cement 1036595 Bags 4 Reinforcement Steel 8344 T 5 Pipe Scaffolding 6500 Sqm. 6 Bricks 22984 Cum 7 PVC Conduit 1050000 M 8 PVC Overhead tank 271375 Lit 9 Paver tiles 30476 Sqm. 10 SW Sewer line 15611.5 m 11 PVC Rain Water line 9102.25 m 12 SS kitchen Sink 1290 Each NMDC Iron and Steel Plant 22
14.0 MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES 15.0 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 NMDC Iron and Steel Plant 23