Construction of 3 lane ROB at Village Jharli in lieu of LC No. 27-SPL at Km 41/4-5 (Jharli yard) on Rewari-Hisar Railway line on Chhuchhakwas Matanhail Bahu Karoli Road in Jhajjar District.

Amount

General Provisions Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications. In area of light jungle (By Mechancical Means) HSR 17.2.3

Solid Approaches Providing & laying 250mm thick granular sub-base (in two layers) by providing 401 Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications HSR 17.14.3

Providing, laying, spreading and compacting 250mm thick graded stone aggregate to wet mix macadam (in two layers) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications HSR 17.24

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications HSR 17.25

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. HSR 17.26.1

Providing and laying 125 mm thick dense graded bituminous macadam (in two layers) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG -40 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications HSR 17.30.2

Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications HSR 17.31.2

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications HSR 15.1.2.1

Plain cement concrete M20 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR 15.8.2

Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR 15.8.1

Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. (HSR 17.6) Note:- Compensation of earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. 1. If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC-SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incident to work. No earth work will be allowed from PWD land.

Providing and fixing Reinforcement Earth retaining structure using M 40 R.C.C. precast concrete panel facing of approved design,colour and pattern and galvanised metallic strips/Geogrid in accordance with Section 3100 of Technical Specifications as per the approved suppliers design and drawing which shall be approved by the department before execution of work. The work should be executed by the expert agency under expert supervision approved by the Engineer.(Including cost of reinforcement and dowels etc)

Providing and laying Cement Concrete of Grade M35 in RCC Retaining Walls including centering and shuttering etc. as per Technical Specifications Section 1500,1700, 2100 and 2200 HSR 27.12.1.1

Providing and laying Plain Cement concrete M-15 grade leveling course below approach slab as per Technical Specification Section 1500 &1700 HSR 27.45

Providing and laying Reinforced Cement Concrete M-35 grade for approach slabs including reinforcement complete as per Technical Specifications Section 1500, 1700 and Clause 2704. HSR 27.46

Providing and constructing RCC crash barrier in M 40 grade including cost of centering, shuttering and Reinforcement as per Technical Specifications Clause 809 and as per IRC-6. HSR 34.31

Providing and constructing RCC friction slab for RE walls in M 35 grade concrete including cost of centering, shuttering as per Technical Specifications Clause 1500, 1700 HSR 27.12.1.1

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications HSR 27.13

All Weathered Exterior Paints two coats after filling the surface with synthetic enamel paint in all shades and pattern on new concrete on exposed surfaces of Crash Barrier of ROB as per MORTH specification 803 .

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces HSR 34.49

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying and the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification. HSR 27.17

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications HSR 27.15

Service Road Providing & laying 200mm thick granular sub-base(in two layers) by providing 401 Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications HSR 17.14.3

Providing & laying, spreading and compacting 250mm thick graded stone aggregate to wet mix macadam (in two layers) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications HSR 17.24

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications HSR 17.25

Providing and applying tack coat with bitumen VG-10 emulsion using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. HSR 17.26.1

Providing and laying 60mm thick dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 40 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications HSR 17.30.2

Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications HSR 17.31.2

Earthwork in excavation for structures of Drain complete as per Technical Specifications Clause 304 including all leads and lifts HSR 15.1.2.1

Plain Cement concrete M-15 grade leveling course below drain as per Technical Specification Section 1500 &1700 HSR 15.8.1

Reinforced cement Concrete M 35 grade for drain along service road including cost of centering, shuttering excluding reinforcement complete as per Technical Specifications Section 2700. HSR 15.8.8.2

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications HSR 27.13

Providing and laying M20 cement kerb all complete as per Technical Specifications in Kerbs HSR 34.2.2

Viaduct (Bridge) Portion Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications HSR 15.1

Bored cast-in-situ M35 grade R.C.C. Pile 1000mm & using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORT&H clause 1100 & 1700 HSR 15.29

PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700 HSR 15.44

Cement Concrete for Reinforced Concrete M-35 in Pile Cap complete as per Drawing and Technical Specification MORT&H clause 1100, 1500 & 1700 HSR 15.43

Rcc In Sub Structure Reinforced cement concrete in sub- structure complete as per drawing and & 2200 MORT&H MoRT&H Specifications 1500,1700 and 2200. HSR 27.12.1.1

Cement Concrete of Grade M40 in Pedestals & seismic arrester including centering and shuttering etc. as per Technical Specifications Section 1500,1700, 2100 and 2201 HSR 27.34.1.1

Reinforcement in Substructures & Foundations Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600. HSR 15.45

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications. HSR 27.13

PSC Girder And Cast In situ Deck slab Providing, Casting, Stacking, Transporting and erecting Precast post tensioned PSC beams in Concrete Grade M45 for Super structure including shuttering excluding Prestressing and reinforcement complete as per Technical Specifications Section 1500, 1700 & 2300. All values for mix from batching plant HSR 27.35.2.2

Providing and laying Reinforced Cement Concrete of Grade M40 in deck slab, diaphragms including shuttering and staging complete as per Technical Specifications Section 1500, 1700 & 2300.(Excluding cost of steel). All values for mix from batching plant HSR 27.33.2.2

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRT&H specifications HSR 27.38

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and MoRT&H Specifications HSR 27.39

Providing and constructing RCC crash barrier in M 40 grade including cost of centering, shuttering and reinforcement as per Technical Specifications Clause 809 and as per IRC-6. HSR 34.31

Providing And laying stone matrix asphalt (SMA) 50mm thick using stablizing addatives @ 0.3% by weight of mix, hydrented lime @10% using stone aggregate 20m, 10mm with drum/batch mix plant as per standard job mix formula including additional aggregate of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg/m2, immediatly after compaction and density 2.3 gm/cc and bitumen grade CRMB55 @ 5.8% by rate.Clause 515 Page 219 HSR 17.38

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). HSR 27.55

Providing Drainage Spouts as per MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) HSR 27.44.2

Supplying and fixing of POT PTFE bearings complete as per Technical Specifications 2006 and IRC:83 (Part III) - 2002. The design and the supplier of the bearings shall be pre-approved by the Engineer HSR 27.23 150 t Capacity: Free bearing permitting sliding in both direction for Vertical Load capacity of 150 t

Guided bearing permitting sliding in mono directions for Vertical Load capacity of 150 t

Fixed bearing for Vertical Load Capacity of 150 t

All Weathered Exterior Paints two coats after filling the surface with synthetic enamel paint in all shades and pattern on new concrete on exposed surfaces of Crash Barrier of ROB as per MORTH specification 803 .

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces HSR 34.49

LHS Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications HSR 15.1.2.1

PCC Below Structures Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR 15.8.1

Plain cement concrete M20 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR 15.8.2

Reinforced cement concrete in sub- structure complete as per drawing and & 2200 MORT&H MoRT&H Specifications 1500,1700and 2200.

Providing and constructing RCC crash barrier in M 40 grade including cost of centering, shuttering and Reinforcement as per Technical Specifications Clause 809 and as per IRC-6. HSR 34.31

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications. HSR 23.13

Providing and laying M30 cement concrete wearing Course laid to required level and slope after cleaning the surface, all complete as per Technical Specifications in Underpass portion as per MORTH specification 1500,1700 and 2100. HSR 15.8.6.1

Providing and laying mozaic tiles on inside face of LHS to form a pattern as per approved design and colours as per instructions and satisfaction of Engineer-in-Charge confirning to IS-15477.

All Weathered Exterior Paints two coats after filling the surface with synthetic enamel paint in all shades and pattern on new concrete on exposed surfaces of Crash Barrier of LHS as per MORTH specification 803 .

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces HSR 34.49

Supplying, erection, testing and commissioning of Submersible motor pumping set non clog for sewerage having head 20.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) HSR 21.108.34

Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. HSR 24.5.1.4

Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. HSR 24.5.1

Providing and fixing of 20 HP submersible control panel 3 conductor, volt meter, Amp. Meter, MCV, rotary switch, indicator, overload relay timer fully automotive level indicator complete in all respect.

Design, manufacture, testing, supply, installation and commissioning of 100 KVA, 415V, 50 c/s at 0.8 PF DG set of approved make , mounted on common base frame with AMF panel, cabling, earthing with change over switch, battery including supply of battery charger with accessories and as per requirement & as per satisfaction of Engineer -in –Charge.

Providing and constructing rain water harvesting system including earth work, C.C. works, DPC, brick work, plaster, cement rendering, steel, providing and laying of filter media (in four layers) drilling 300 mm dia bore with DTH / collax rig upto GWT of that area), Supply & lowering of 216 mm o/d ERW steel (200 mm i/d pipe), supply and lowering 166 mm o/d ERW slotted steel pipe as per IS : 4270 : 1992 & as per site requirement, supply & plowing graded MS clamp, SFRC manhole cover, plastic steps and all other works as per drawing attached & as per satisfaction of Engineer -in –Charge.

Providing and laying 300 mm dia Class 2 UPVC pipes for drainage conforming to IS 4985 all complete as per approval and direction of Engineer .

Providing and laying 150 mm dia Class 2 UPVC pipes for drainage conforming to IS 4985 all complete as per approval and direction of Engineer .

Providing and fixing manhole covers in sump room with all accessories complete as per direction of Engineer as per IS 12592 : 2002

Providing and Fixing Steel Door of size 1750mm X 750mm at Sump Room with all accessories complete as per direction of Engineer as per IS 4351

Providing and laying 450 mm dia Class 2 UPVC pipes for drainage conforming to IS 4985 all complete as per approval and direction of Engineer .

Providing and laying M20 cement kerb all complete as per Technical Specifications in Kerbs HSR 34.2.2

Diversion Road Construction of Embankment, Sub- grade and earthen shoulder with material obtained from borrow pits, Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. (HSR 17.6) Note:- Compensation of earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. 2. If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC-SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incident to work. No earth work will be allowed from PWD land.

Providing and laying 200mm thick (in two layers) granular sub-base by providing 401 Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications HSR 17.4.3

Providing, laying, spreading and compacting 250mm thick (in two layers) graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications HSR 17.24

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications HSR 17.25

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. HSR 17.26.1

Providing and laying 115 mm thick (in two layers) dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 40 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications HSR 17.30.2

Providing and laying 50 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.2% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications HSR 17.31.2

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Technical Specifications clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel/GI Post sections firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per direction of Engineer. 60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area about 2.5 sqm supported on a mild steel angle iron post 100 mm x 100 mm x 10 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 20 grade cement concrete 60 cm x 60 cm x 60 cm, 60 cm below ground level as per approved drawing

Miscellaneous Providing 100 mm dia PVC service pipe of approved quality as per IS 5831

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. HSR 34.26

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be providedwith 3 year outdoor warranty report tested inIndia condition as per IRC 67: 2012 requirement. HSR 34.27

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Technical Specifications clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel/GI Post sections firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per direction of Engineer. 60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area about 2.5 sqm supported on a mild steel angle iron post 100 mm x 100 mm x 10 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 20 grade cement concrete 60 cm x 60 cm x 60 cm, 60 cm below ground level as per approved drawing

M/s Bharat Construction Company