Landscaping_arture.co

Landscapes o t g chsl, Mumbai_arture.co

 

 

 

Brief List of Amenities to be considered in the Landscaping Concept:

  1. Driveways for Ambulance, Fire-Brigade, Cars

  2. Pathways / walkways

  3. Playgrounds : Basket Ball Court, Cricket Pitch

  4. Jogging Track

  5. Cycle track around the site

  6. Amphi-theatre Seating with Pergola

  7. Swimming Pool, kids pool, Jacuzzi; with open air Deck

  8. Children’s Play Area

  9. Toddlers Play Area

  10. Reflexology Pathway

  11. Party Lawn with Dinning Area

  12. Spill Over Seating

  13. Celebration area

  14. Yoga & Meditation Room

  15. Badminton Court

  16. Indoor Game Arcade

  17. Clubhouse, card-room, chess, table tennis, Gymnasium with Spa

  18. Landscape Gardens and children’s play area

  19. Chicago Botanical Gardens

  20. Stones for Patios Ideas

  21. Boerner Botanical Garden

  22. Botanical Garden

  23. Rock Garden/ Japanese Garden

  24. Butterfly Garden

  25. Flower Garden

  26. Water Park (family)

  27. Patio Garden

  28. Garden Design

  29. Raised Bed

  30. Vegetable Garden 

  31. Wall Garden

  32. Water Fountain Garden

  33. Library Room/ Reading Room

  34. Multipurpose / meeting/ Yoga Room/ Meditation Pavilion

  35. Leisure Island with Gazebo

  36. Party Hall/ Senior Citizen Area, Children Day-care

  37. Mini-Theater/ Exhibition Hall

  38. Multipurpose Indoor Games Hall, Badminton Court, Table Tennis, Indoor Games

  39.  Squash court

  40. Clinic centre / diagnostic center

  1. ATM & Bank

  2. Mall, multiplex & departmental stores

  3. Meditation pavilion

  4. Super-Market, kiosk, Fast-food/ Snacks Corner, Cold drink dispensers

  5. Car Porch, Podium for each building

  6. Entrance Foyer, Lobby & Security Counter for each building

 

CIVIL WORKS for DRIVEWAYS & WALKWAYS ETC.

Material of Surfacing

SNo Material of Surfacing Quantity 
1 Consolidation of earth Sub grade                sq.m
2 Consolidation  of stone soling 15cm to 22.5cm thick                cu.m
3 Consolidation of brick soling 10cm to 20cm thick                 cu.m
4 Consolidation of wearing coat of stone ballast 7.5 cm to11.5 cm thick                 cu.m
5 Consolidation of wearing coat of brick ballast 10cm.thick                 cu.m
6 Spreading and consolidation of red bajri 6 mm.                 sq.m
7 Painting one coat using stone aggregate 12.5 mm nominal size :

(a)@ 1.65 cum per 100 sqm. and paving bitumen A-90 or  S-90 @  2.25 Kg. per sqm.or                                       

(b) @ 1.5 cum per 100 sqm .and bitumen emulsion or road tar @ 2.25 Kg per sqm.

                 sq.m

 

8 Painting two coats using :

(a)For first coat stone aggregate 12.5 mm nominal size.

 (i)  @ 1.50 cum per 100 sqm.  with paving bitumen A-90 or S-90 @   2.00 Kg./sqm.or  

 (ii) @ 1.35 cum per 100 sqm with bitumen emulsion @ 2.00Kg./sqm. or

(iii)@ 1.25 cum per 100 sqm with road tar @ 2.25Kg./sqm

 

               sq.m
(b)For 2nd coat, stone aggregate 10 mm nominal size 0.9 cum. per 100 sqm with

(i) 1.00 kg of paving bitumen A-90 or S-90 or bitumen emulsion per sqm. or

(ii) 1.25 kg of road tar per sqm.

               sq.m

 

 

9 Repainting with stone aggregate 10 mm nominal size 0.9 cum. per -100 sqm. with

(a)1.00 kg of paving bitumen A-90 or S-90 bitumen emulsion per sqm.  or                                   (b) 1.25 kg of bitumen emulsion per sqm.

 

                 sq.m
10 2 cm. premix carpet surfacing using 2.4 cum. of stone aggregate 11.2 mm nominal size per 100 sqm and binder including tack  coat, the binder being hot cut back bitumen or bitumen emulsion  in specified quantities.

 

                sq.m
11 2.5 cm thick premix carpet surfacing using 3.00 cum of stone aggregate 11.2 mm nominal size per 100 sqm and binder including tack coat, the binder being hot cut back bitumen or bitumen emulsion in specified quantities.

 

             sq.m
12 4 cm thick bitumen concrete surfacing using stone aggregate 3.8 cum. (60% 20mm nominal size and 40% 12.5 mm nominal size) per 100 sqm and coarse sand 1.90 cum. per  100 sqm and hot cutback bitumen over a tack coat of hot cut back bitumen.               sq.m
13 5 cm thick bitumen concrete surfacing using stone aggregate 4.8 cum (60% 25mm nominal size and 40%, 20mm nominal size) per 100sqm and coarse sand 2.40 cum per 100 sqm and hot cut back bitumen over a tack coat of hot cut back bitumen.               sq.m

 

14 6 cm thick bitumen concrete surfacing using stone aggregate 5.8 cum.(60%, 40mm nominal size and  40%, 25mm nominal size) per 100 sqm and coarse sand 2.9 cum per 100 sqm and hot cut back bitumen over a tack coat of hot cut back bitumen.

 

             sq.m
15 7.5 cm thick. Bitumen concrete surfacing using stone aggregate 7.3 cum (60%, 50mm nominal size and 40%, 40mm nominal size) per 100 sqm and coarse sand @ 3.65 Cum per100 sqm and hot cut back bitumen over a tack  coat of hot cut back bitumen.

 

              sq.m
16 2.5 cm bitumastic sheet using stone aggregate 1.65 cum (60%, 13.2mm nominal size and 40%, 11.2mm nominal size) per 100 sqm. and coarse sand 2.5cum.per 100 sqm. and hot cut  bitumen over a tack coat of hot cut back bitumen.

 

             sq.m
17 4 cm bitumastic sheet using stone aggregate 2.6 cum (60%, 13.2mm nominal size and 40% 11.2mm nominal size) per 100 sqm and coarse sand 2.5cum.per 100 sqm. and hot cut back bitumen over a tack coat of hot  bitumen.              sq.m
18 Laying full grouted surface using stone aggregate 40mm nominal size 6.10 cum per 100 sqm. with binder, binding with 20mm to 13.2 nominal size stone grit 1.83 cum per 100 sqm. and seal coat of binder and stone grit 11.2 mm nominal size 1.07 cum. per 100 sqm., the binder being hot bitumen or tar as specified.

 

             sq.m
19 Laying full grouted surface using stone aggregate 50mm nominal size 9.14 cum, per 100 sqm grouting  with binder with stone grit 22.4mm nominal size 1.83 cum per 100 sqm., seal coat of binder with 13.2mm and stone grit 11.2mm nominal size 1.07 cum per 100 sqm, the binder being hot bitumen or tar.

 

             sq.m
20 4cm thick premix macadam surfacing using stone aggregate 25mm nominal size 4.57 cum per 100 sqm and hot bitumen binding with stone aggregate 13.2 mm nominal size 1.52 cum per 100 sqm. and seal coat of hot bitumen and stone aggregate 11.2 mm nominal size 1.07 cum per 100sqm.

 

           sq.m
21 5cm thick premix macadam surfacing with stone aggregate 25mm nominal size 6.10 cum per 100 sqm. and hot bitumen binding with stone aggregate 13.2 nominal size 1.52 cum per 100 sqm and seal coat of hot bitumen and stone aggregate 11.2 mm nominal size 1.07 cum/100 sqm.

 

           sq.m

 

LANDSCAPED GARDEN

Development & Maintenance for one year. 

Sl No Item Name Unit Quantity
1 General Cleaning : Cleaning the area by sweeping / removing unwanted materials such as dry leaves, garbage etc., Horticulture Department SR 2015-16 P.No /32, Sl No/2 Cum 0
2 Red Earth: (Garden Soil) . Cum 0
3 Hedges: Developing hedges by digging trenches of size 0.45M x 0.45M filling 50% with the mixture of sand (0.01112 cum) FYM (0.0224 cum) red earth (0.0336 cum) (i.e. in the proportion of 1:2:3) and planting with well established rooted plants (Exclusive of cost of plants). Rmtr 0
4 Plants: 1) Durantha Plant, 2) Irantimum Plant,3) Akelifa timma plant, 4) Akelifa Godreg, Etc., Between .15 Mtrs. For 2 No 0
5 Planting of Trees: Digging of pits o size 0.75m x 0.75 x 0.75m and filling up to 50% of the pits with top excavated soil and remaining 50% with sand (0.035cum) F.Y.M. *0.070cum) red earth (0.105 cum) in the proportion of 1:2:3 and planting with well established rooted plants (exclusive of cost of plants). No 0
6 Cost of Plants (Trees): 1) Areca Palm, 2) Royal Palm, 3) Faicus Beneginam, 4) Faicus Starlight Etc. No 0
7 Planting of Shrubs : Digging pits of size 0.45 x 0.45 M x 0.45 M, filling up to 50% of the pits with top excavated soil and remaining 50% with the mixture of sand (0.014 Cum) Red Earth (0.021 Cum) (i.e. in the proportion of 1:2:3) and planting with well established rooted plants. (Excluding of costs of plants). No 0
8 Cost of Plants: 1) Ixora plants ,2) Hybiscuous plants, 3) Iporbiya plants, 4) Jathropa plants 5) Sang of India plants, 6)Dust miller plants, Etc., No 0
9 Planting of Creepers: Digging of pits of size 0.45M x 0.45M x 0.45M filling up to 50% of the pits with top excavated soil and remaining 50% with the mixture of sand (0.007cum) F.Y.M. (0.014cum) Red earth (0.021 cum) (i.e. in the proportion of 1:2:3) and planting with well established rooted plants (exclusive of cost of plants) Hard soil P.No.49 SI. No.05 No 0
10 Cost of Plants: 1) Almond, 2) Bignonia-gracillis 3) Bignonia- Venusta, etc. No 0
11 Ground Cover Plants: Developing in the area for ground cover plants by digging to a depth of 0.45m filling 50% of the area with excavated top soil and remaining 50% with sand (0.0375 cum)FYM (0.075 cum)Red Earth(0.112cum)(i.e.in the proportion of 1:2:3)and planting with well established rooted plants(exclusive of cost of plants). No 0
12 Cost of Plants: 1) Vadeliya, 2) Ipomiya, 3) Havinglatina, 4) Spetodiya No 0
13 Bulbous Beds: Developing bulbous beds by digging to a depth of 0.45M filling 50% of the area with excavated top soil and remaining g50% with sand (0.0375 cum) FYM (0.075 cum) red earth (0.112 cum) (i.e. in the proportion of 1:2:3)and planting with bulbs at spacing of 0.3mx0.3m of canna and tuberous, 0.2mx0.2m for gladiolus and other crops (exclusiveof cost of plants). Sqm 0
14 Cost of Plants : 1) Canna, 2)Tuberose, 3) Gladiullas 4) Lilly, etc., Circle .25 Mtrs. For 1 No 0
15 Flower Bed: Developing flower beds by digging to a depth of 0.45 filling 50% of the area with excavated top soil and remaining 50% with sand (0.0375cum) FYM (0.075 cum)red earth (0.112 cum))(i.e. in the proportion of 1:2:3)and planting with well established rooted plants (exclusive of cost of plants)(1x1x0.45m) inputs include neem cake, bone meal, gingili oil hongs oil cake, horse manure, hard soil. Sqm 0
16 Cost of Plants : 1) Daynthus, 2) Merigold, 3) Geniya, 4) Pitoniya, 0.45X0.45 par 1No No 0
17 Lawn : Developing First grade Bermuda lawn by cle aning the site and initial earth work excavation of soil to minimum of depth for 0.3m in all type of soil, removing debris unwanted growth etc and filling 50% to soil and comprising sand manure and red earth in the proportion of 1:2 :3 and planting applying 100gm of Neem cake per 1 Sqm and soil drenching of (anti termite) pesticides as per recommendation, picking, final leveling and supplying of good quality lawn. Sqm 0
18 Lawn and Garden Maintenance, providing water for lawn and grass and cultivating the grass and lawn for once in a 15 days and providing manure to the garden and using pesticides (4 times in One year). Sqm 0
19 Cutting of Grass by using Manual Grass cutting machine (Per month). Sqm 0
20 Hedges: Providing water to hedges of 0.45 mtrs, through cutting and water spraying. (Monthly 2 times) Rmtr 0
21 Providing and frowing with water to the trees with all accessories etc complete (Monthly 2 times). Each 0
22 Providing and water supplying to the shrubs with all accessories etc complete. (Monthly 4 times). Each 0
23 Providing and watering cleaning to the creepers (Monthly 4 times). Each 0
24 Providing and watering cleaning to the bulbus bed plants including supplying of manure etc complete (Permanent). Sqm 0
25 Providing and watering cleaning to the flower bed plants including supplying of manure etc complete. (Monthly once). Sqm 0
26 Providing and watering cleaning to the ground cover plants including supplying of manure etc complete. (Monthly One time) Each 0
     

 

Supply & Erection of Garden Lighting

Sl No Item Name Unit
1 Earth work excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. Specification. No. Cum
2 Fabricating, supplying and erection of 3.00 Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom …..mm, top….mm with 3mm thick, suitable base plate and 4Nos of ….. long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 5.14.2) 3 meters – Top 70mm and bottom 130mm dia Each
3 KSRB 4-1.6 : Providing and laying in position plain cement concrete of mix 1:2:4 M15 with OPC cement @ 240kgs, with 20 mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation and plinth, including cost of all materials, labor, HOM of machinery, curing complete as per specifications. As per approved specification.. Cum
4 Supply of Post Top Lantern suitable for 1×18 Watts CFL, housing & Free shall be of Power coated, die cast aluminum, diffuser with high density polyethylene IP65 EPDM Gasket. Electronic Ballast, Body shall be with aluminum extrusion with lamp & ballast replaced from top – Nominal Voltage of 230 Volts1x 18 Watts Set
5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multis and Copper With low conductor resistance single core wire in open or concealed system of wiring with specified IS -694:1990 & confirming to GTP of GROUP -A 2.5.3) 2.5 sq.mm. Mtr
6 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV. 7.12.1)40mm Rate:345.00 PWD Elect. mtr
7 Supplying of 1.1KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (exxe[t 2CX10Sq.mm wire armored) confirming to IS -3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & conforming to GTP of GROUP-A. 7.4.2) 4 core 10 sq.mm Rate:118.80 PWD, Elct, SR_2014-15. Mtr
8 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. In existing trench/duct. In existing to 16 sqmm 7.8.1) 6 sqmm to 16 sqmm Mtr
9 Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc 7.13.1) Each
10 PVC Pipe ( For UG Cable in trench ) PVC Pipe-40 mm dia / 4Kgf.cm2 Rate : 50.00 Hescom SR 2014-15 , Sl no: 417. Mtr
11 GI Control Panel Unit of Size 750mmx 750mmx 250mm Size with 2 Nos of 32 Amps Fuse, DP & 32 Amps Double Pole MCB & Indicator Light etc complete. Fixed with Suitable size 150mmx150mmx2500mm RCC Pole including RCC Pole with ISI Mark. Including all materials etc complete. ( Market Rate) Set
12 EARTHING : Supplying & Fixing and wiring earth electrode for grounding circuits IC cut-outs and other equipment’s on the meter board in pit. The pit should be filled-up with equal proportion of salt and charcoal 150 mm around the pipe to complete depth. The connection from the pipe to the Electrode Must be Tight & Suitable. Nos

 

 

LANDSCAPE & CIVIL WORKS

Sr.

No.

Description QTY Unit Amount (In Rs.)
A LANDSCAPE WORKS      
  above 2m ht      
1 Medium trees   No.  
2 Large trees   No.  
3 Climber &creepers   No.  
4 Clipped Hedges/ Lawn   Sq.m.  
5 Shrubs   Sq.m.  
6 Flower Beds   Sq.m.  
  Total A      
B CIVIL WORKS      
1 Dustbins   No.  
2 Gate in Meters   Rmt  
3 Foundation of Gate   Cmt  
4 LIGHT POLL (Including 10% market rate)   No.  
5 PORTA CABIN (Including 10% of market rate)   No.  
6 Compound wall (in r.mt.)   Rmt  
7 Drinking water   No.  
8 Sign posts (in sq. Mt.)   No.  
9 Composts pits (in cmt.)   Cumt  
10 Pathways   Sq.m  
11 Drip irrigation      
  Total B      
  Total A+ B      
  Say      

 

List of Indian timber trees

  1.  Indian Mangrove
  2.  Caucasian Maple
  3.  Himalayan Maple
  4.  Singkrang
  5.  Lobed-leaf Alangium
  6.  Sage Leaved Alangium
  7.  Wild Mango
  8.  Netted Custard Apple
  9.  Sugar Apple
  10.  Mango
  11.  Kakkar
  12.  Brazilian Pepper
  13.  Cashew
  14.  Chironji Tree
  15.  Indian Ash Tree
  16.  Ylang Ylang
  17.  Ashok
  18.  Batino
  19.  Crape Jasmine
  20.  Mexican Oleander
  21.  Woolly Dyeing Rosebay
  22.  Frangipani pink
  23.  Frangipani red
  24.  Nag Kudagr
  25.  Madagascar Palm
  26.  White Frangipani
  27.  Common White Frangipani
  28.  Devil Tree
  29.  Sea Mango
  30.  Indrajao
  31.  Peacock Chaste Tree
  32.  Chaste Tree
  33.  Tree of Life
  34.  Asian Bushbeech
  35.  Parrot’s Beak
  36.  Teak
  37.  West Indian Elm
  38.  East-Indian Screw Tree
  39.  Looking Glass Mangrove
  40.  Bothi
  41.  Scarlet Sterculia
  42.  Pale Sterculia
  43.  Buddha Coconut
  44.  Java Olive
  45.  Spotted Sterculia
  46.  Large Leaf Looking Glass Tree
  47.  Guest Tree
  48.  Kanak Champa
  49.  Fiddlewood
  50.  Arni
  51.  Gamhar
  52.  Wild Tamarind
  53.  Moulmein Rosewood
  54.  Pongam Tree
  55.  Badminton Ball Tree
  56.  Tree Bean1

 

 

OUTDOOR FITNESS EQUIPMENT ( Green Gym.)

Providing & Fixing

1.

SKY WALKER

• AREA: -1.72Mtr x 0.63Mtr. ht
• SAFE AREA: – 2.54Mtr x 1Mtr.
• Providing and fixing Sky Walker made from “B” class G.I. Pipe.
• The main frame pipe is Ø80mm made from “C” Class G.I. pipe.
• The outer ring of sky walker is Ø32mm made from “C” Class G.I. pipe.
• For connecting the handle frame to main pipe Ø60mm “C” Class G.I. pipe is used.
• The bottom support of M.S. round plate of Ø250 mm x 10mm thickness is welded at bottom.
• The leg movement frame is of 50 x 50mm x 2mm thick CRC square pipe.
• The handle frame is of Ø40mm made from “C” Class G.I. pipe.
• The foundation used for fixing is 80 x 40mm x 3mm thickness C-Channel.

2.

ROWER

• Area:- 1.2 x 1Mtr.
• Safe Area:- 1.5 x 1.5Mtr.

• Providing and fixing rower made from “B” Class G.I. Pipe.
• The Main frame is of 80mm X 40mm & 40mm X 40mm CRC Pipe with 2 mm thickness.
• The handle frame is of Ø32made from “C” class G.I. pipe.
• The Foundation used for Fixing consists of three equal items i.e. Ø40mm made from “C”
Class G.I. pipe, C channel of 75mm X 40mm X5mm & 25mm X 25mm X 3mm M.S. angle.
• To join the movement frame to main frame seamless pipe of Ø50mm & 3mm thickness is used.
• The seats which are fitted on the main frame is made up of high quality FRP material of size 330mm X 300mm of thickness 3 mm & M.S. plate of size 250mm X 200mm X 5mm is used to support it.
• Closing caps are made from top quality FRP material which is of 2 mm thickness.

3.

LEG PRESS

• Area:- 0.40 x 1.77
• Safe Area:- 1.5 x 1.5Mtr.

•  Providing and fixing rower made from “B” Class G.I. Pipe.
• The bottom supportthickness is welded
• The remaining outer framepipe.
• The foundation used forØ80mm made from “C” c& 10mm thickness, 25 mm X 25mm
• To join the c3mm thickness is used.
• The seats aresize 330 mm X 3mm and Size 250 mm X 200
• The footrests is made130 mm X 311.77Mtr.- 1 x 2.38Mtr.
fixing Leg Press made from “B”Class G.I. ppipe is of Ø115mm made from “C” Class G.I.of M.S. Round plate of Ø250mm &at bottom.is of Ø40mm made from “C” class G.I.foundation fixing is consist of three equal class G.I. pipe, M.S. Round pX 3mm M.S. anglecentre pipe &outer frame seamless pipe ofthickness fitted on the outer frame is made up of FRP material of300 mm of thickness 3 mm & M.S. Plate ofis used to support it.
from Aluminum casting material, i10 mm & 5 mm thickness.pipe.made pipe, and250mm 10mmitems.

4.

Butterfly (CHEST PRESS)

• AREA: – 0.71Mtr x 1.72Mtr.
• SAFE AREA: – 0.86Mtr x 2.48Mtr.
• Providing and fixing Butterfly made from “B” Class G.I. pipe.
• The center pipe is of Ø115mm made from “C” Class G.I. pipe, and
• The bottom support of M.S. round plate of Ø250 mm & 10mm thickness is welded at bottom.
• The remaining frame is made up of Ø40mm“C” class G.I. pipe.
• The handle frame is made up of Ø32mm “C” class G.I. pipe .
• For the assembly different bushes are used which is made from 50mm with 3mm thickness seamless pipe & 50mm solid bar is used.
• The foundation used for fixing is consists of three equal items i.e. Ø115mm made from “C” Class
G.I. pipe, M.S. Round plate of Ø250 mm & 10mm thickness & 25 mm X 25mm X 3mm M.S. angle.
• The seats is fitted on the outer frame is made up of high quality FRP material of size 330 mm X
300 mm of thickness 3 mm & M.S. Plate of thickness 5 mm and Size 250 mm X 200 mm is used to Support it.

5.

Strome Rambler (AIR WALKER)

• AREA: – 1.06Mtr x 0.81Mtr.
• SAFE AREA: – 1.72Mtr x 1.06Mtr.
• Providing and fixing  Strome Rambler made from “B” class G.I. Pipe.
• The main frame of Ø60mm made from “C” Class G.I. pipe,
• The bottom support of M.S. round plate of Ø250 mm & 10mm thickness is
welded at bottom.
• The leg movement frame is of Ø40mm made from “C” Class G.I. pipe.
• The handle frame is of Ø32mm made from “C” Class G.I. pipe.
• The foundation used for fixing is consists of three equal items i.e. 90mm
made from “C” Class G.I. pipe, M.S. Round Plate of Ø250 mm & 10mm
thickness & 25 mm X 25mm M.S. angle of 3 mm thickness.
• The footrests is made from FRP/C.I./Aluminum casting material, its sizes are
130mm X 310mm X 5mm.For the support 50 X 50mm X 2mm CRC square
pipe is used.
• Closing Caps made from top quality FRP material with 2 mm thickness.
• The pins used are made up of Ø 25mm bright bar.
• The bearings used are “6205zz” permanent lubricated sealed bearing of
reputed make (SKF/FAG).
• High tensile steel with galvanized nut bolts are used for assembly.
• The serclips used for assembly are of Ø25 mm.
• The powder coat is done by Poly urethane & Epoxy powder with 60 to 70.

 

6.

Hand Roller (SHOULDER BUILDER )

• Area:- Ø0.89Mtr.
• Safe Area:- Ø1.5Mtr.
• Providing and fixing Hand Roller made from “B” Class G.I. pipe.
• The Center Pipe is of Ø 115mm made from “C” Class G.I. pipe, and the bottom support
of M.S. Round plate of 250 mm diameter & 10mm thickness is welded at bottom.
• The handle movement frame is of Ø32mm & Ø25mm made from “C” Class G.I. pipe.
• To Join the centre pipe & handle movement frame seamless pipe of Ø 130mm &
3mm thickness is used.
• The foundation used for fixing consists of three equal items i.e. Ø 90mm made from “C”
class G.I. Pipe, M.S. Round Plate of Ø 250 mm & 10mm thickness & 25 mm X 25mm X
3mm M.S. angle.
• Closing caps made from top quality FRP material which is of 2 mm thickness.
• The pins used are made up of Ø 25 mm bright bar.
• The bearing used is “6201zz” & “6205zz” permanent lubricated sealed bearing of
reputed make (FAG/SKF).
• High tensile steel with galvanized nut bolts are used for assembly.
• The serclips used for assembly is of Ø 25 mm.
• The Poly Urethane plastic bush is used for handling.
• The powder coat is done by Poly urethane & Epoxy powder with 60 to 70 micron
thickness.

 

Minor Amenities:

  1. Gymnasium

  2. Jogging track

  3. Swimming Pool

  4. Kinder-garden

  5. Reserved Parking

  6. Baby Nursery

  7. Library

  8. Beauty Salon

  9. Restaurant

  10. Ballroom

  11. Snack Bar

  12. Billiard Tables

  13. Squash Court

  14. Basketball

  15. Volley-ball

  16. Wireless Internet

  17. Tennis Court

  18. Satellite Cable

  19. Pre-school Centre

  20. Commercial Center

  21. Yoga & Meditation Room

  22. Amphitheatre

  23. Party Lawn with Dinning Area

  24. Badminton Court

  25. Swimming Pool with Deck

  26. Indoor Game Arcade

  27. Religious Structure/ Mandir/Church etc.

  28. Children’s Play Area

  29. Toddlers Play Area

  30. Cricket Pitch

  31. Reflexology Pathway

  32. Spill Over Seating

  33. Amphi Seating with Pergola

  34. Leisure Island with Gazebo

  35. Senior Citizen Area

  36. 24×7 Security

  37. Vehicular Parking (Ground level, Basement & Podium levels)

Royal, Majestic, Creative, Composition, Compilation an Agglomeration of Art, Architecture, Interior & Landscape Designs, Urban Planning, P.M.C., Engineering or National and International aesthetic beauty, flavor, taste and fragrance for one and all, through out our Wonderful World so as to live our lives of contentment, satisfaction, desire, aspiration, achievements, sustainable and ever blooming happiness in unison with diversity, intellectual peace and prosperity that is all out reachable and everlasting!

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