Civil and Allied work for proposed Hydrogen Test Cell facility at Ground Floor COE Green Mobility building at ARAI HTC Chakan,Taluka Khed,Pune-410501

Earthwork in any kind of soil, mud, murum/hard murum, boulders of any size, hard core material, PCC and alike up to 1.5 m depth - Earth work in excavation for any foundations, rafts, trenches, bulk excavation, surface excavation etc. by manual / mechanical means, including removal of boulders, dewatering by any means, timbering / shoring / strutting if required, preparing the bottom for foundation bed, trimming the sides, back filling of stacked useful material in required layers and levels & compaction of approved excavated earth in layers not exceeding 150 mm, disposal of excess excavated earth/ material out of ARAI premises at contractor's risk and cost, lift up to 1.5m, (Plan Measurement for foundations shall be Outer Footing Dimension + 300mm as allowance all around. If additional width allowance than 300mm is required then the same will not be taken for measurement but shall be carried out as required due to site condition by Contractor) - Excavation for Dyno Foundation in existing 2 storied RCC Building and outside.

Earthwork in any kind of soil, mud, murum/hard murum, boulders of any size, hard core material, PCC and alike from 1.5 m-3m depth - Earth work in excavation for any foundations, rafts, trenches, bulk excavation, surface excavation etc. by manual / mechanical means, including removal of boulders, dewatering by any means, timbering / shoring / strutting if required, preparing the bottom for foundation bed, trimming the sides, back filling of stacked useful material in required layers and levels & compaction of approved excavated earth in layers not exceeding 150 mm, disposal of excess excavated earth/ material out of ARAI premises at contractor's risk and cost, lift up to 1.5m, (Plan Measurement for foundations shall be Outer Footing Dimension + 300mm as allowance all around. If additional width allowance than 300mm is required then the same will not be taken for measurement but shall be carried out as required due to site condition by Contractor) - Excavation for Dyno Foundation in existing 2 storied RCC Building.

Earthwork in any kind of hard rock and alike up to 1.5 m depth - Earth work in excavation for any foundations, rafts, trenches, bulk excavation, surface excavation etc. by mechanical means blasting is prohibited for any reason and excavation has to be carried out by chiseling, wedging, use of rock hammers and cutters or any other agreed method.(Like compressor breaker/rock splitter with its equipment/1 Ton Mini Poclain Excavator), including removal of boulders size up to 250 mm wide, dewatering by any means, timbering / shoring / strutting if required, preparing the bottom for foundation bed, trimming the sides, back filling of stacked useful material in required layers and levels & compaction of approved excavated earth in layers not exceeding 150 mm, disposal of excess excavated earth out of ARAI premises at contractor's risk and cost, (Plan Measurement for foundations shall be Outer Footing Dimension + 750mm as allowance all around. If additional width allowance than 750mm is required then the same will not be taken for measurement but shall be carried out as required due to site condition by Contractor) - Excavation for Dyno Foundation in existing 2 storied RCC Building and outside.

Earthwork in any kind of hard rock and alike above 1.5 m to 3m depth - Earth work in excavation for any foundations, rafts, trenches, bulk excavation, surface excavation etc. by mechanical means blasting is prohibited for any reason and excavation has to be carried out by chiseling, wedging, use of rock hammers and cutters or any other agreed method.(Like compressor breaker/rock splitter with its equipment/1 Ton Mini Poclain Excavator), including removal of boulders size upto 250 mm wide, dewatering by any means, timbering / shoring / strutting if required, preparing the bottom for foundation bed, trimming the sides, back filling of stacked useful material in required layers and levels & compaction of approved excavated earth in layers not exceeding 150 mm, disposal of excess excavated earth out of ARAI premises at contractor's risk and cost, (Plan Measurement for foundations shall be Outer Footing Dimension + 750mm as allowance all around. If additional width allowance than 750mm is required then the same will not be taken for measurement but shall be carried out as required due to site condition by Contractor) - Excavation for Dyno Foundation in existing 2 storied RCC Building.

Demolishing R.C.C. work - Demolishing RCC Wall, Foundation, Raft, floor, Slab, concrete road, any RCC members, by manually/ mechanical means located at any height or location or floors by excavation has to be carried out by chiseling, wedging, use of hammers and wheel cutters or any other agreed method.(Like compressor breaker/1 Ton Mini Poclain Excavator), including removing of reinforcement bars, inserts, Structural Steel etc. cutting reinforcement by Gas Cutter and including scrubbing, cleaning, stacking of steel bars within 300 meter and disposal of unserviceable material out of ARAI premises, including considering and providing all safety measures as per direction of Engineer - in- charge and ARAI Safety procedure.

Demolishing Plastered Brick work including coping/Sill/Lintel manually/ by mechanical means at any height or location or floors including necessary scaffolding with stacking of serviceable material and disposal of unserviceable material outside ARAI premises at contractors scope & risk as per clients instruction and decisions.

Demolishing of all type of Flooring tiles by mechanical/manual means at any height or location or floors , stocking at designated locations and disposal of unserviceable materials out side ARAI premises, stacking serviceable and unserviceable material separately as per direction of Engineer - in- charge.

Removing of all type of Paving Block, work by manual means, stacking at designated locations with all lead and lifts, stacking serviceable and disposal of unserviceable materials out side ARAI premises as per direction of Engineer - in- charge.

Removing and clearing crush sand/grit/murum filled inside trench/pit lines, including excavation, manual/mechanical removal, stacking of serviceable material within site premises, and staking serviceable material to designated location upto 500m peripheral distance inside premises etc. complete as directed by the Engineer-in-Charge.

Dismantling and removing of all types of aluminium doors/ windows/ partition with frames and it's MS Structural members, with its all fixtures and fastenings completely carefully and without breaking from wall or partition and shifting and stacking the same material within the premises with all leads and lifts, cleaning and required scaffolding etc. complete as directed by the Engineer-In-Charge

Filling with available approved excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 95% of proctor density (for any lead and any lift ).

Providing total 230mm thk. Hard Core filling over the compacted plinth filling , in compacted layers of 115mm each ,including laying ,spreading and compacting mix of Graded crushed Stone aggregate of 63mm to 22.4mm , including spreading and filling with requisite type of screening / binding material to fill up interstices of coarse aggregates ,watering and compacting etc. complete

P.C.C. 1:4:8 bed concrete (M10) - Providing and laying in position plain cement concrete (1 Cement : 4 coarse sand : 8 graded stone aggregate 20-40 mm nominal size) of specified volume proportion including the cost of centering and shuttering - All work up to plinth level to the required level & thickness, consolidation, curing, dewatering if necessary etc. complete.

Providing and laying in position Plum Concrete wall as plinth wall and or retaining wall , along plot boundary, above and or below ground , with height of wall in the approximate range of 0 to 7m, depending upon local ground condition , including fixing and removing formwork ,including required staging , using approximately 60% stones and 40% mortar, including layer wise placing of approved hard stones as rubble of max 200 mm size and placing of mortar of grade M15 concrete with maximum size of aggregates as 12mm, over and in between the stones, by manual ways or through concrete pump to cover all stone faces, including rodding etc. to achieve compacted homogeneous mass without any pockets or honey combs, including placing horizontal header stones or precast concrete headers of 150x 150 mm M15 grade, of required length to cover 90% of wall width at every 2.5m cross centers and vertical keys of stones of minimum 300mm length, at every 900 c/c , including placing of pvt pipes as weep holes as required by design (cost of PVC pipe is paid separately) , curing etc. complete.( cost of all work including form work ,staging , concrete etc. is to be included in the rate )

Reinforcement cement concrete M 25 grade for Footing ,Raft, Pedestal, floor concrete & Misc. work up to ground Floor- Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping/ placing of concrete to desired location, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight cantering, shuttering propping , staging , keeping provision for cut-outs as per drawing, also placing of structural inserts as per drawing, finishing at all levels including grinding of joints to achieve level surfaces. M-25 grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in new ply for all Slabs, beams, columns etc. Placing of Sleeves for services PVC/ MS inserts will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member. (Excluding cost of providing, laying and fixing of Reinforcement steel, MS Inserts, Sleeves work)

Reinforcement cement concrete M 25 grade for Wall- Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping/ placing of concrete to desired location, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight cantering, shuttering propping , staging , keeping provision for cut-outs as per drawing, also placing of structural inserts as per drawing, finishing at all levels including grinding of joints to achieve level surfaces. M-25 grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in new ply/Aluminium formwork for all Walls (Bulging of wall not allowed), Slabs, beams, columns etc. Placing of Sleeves for services PVC/ MS inserts will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member. (Excluding cost of providing, laying and fixing of Reinforcement steel, MS Inserts, Sleeves work)

Reinforcement cement concrete M 25 grade for Concrete Blocks, Beams, Mullion/ Stub Columns, Pedestal, floor concrete & Misc. work above ground Floor till terrace - Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping/ placing of concrete to desired location, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight cantering, shuttering propping , staging , keeping provision for cut-outs as per drawing, also placing of structural inserts as per drawing, finishing at all levels including grinding of joints to achieve level surfaces. M-25 grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in new ply for all Slabs, beams, columns etc. Placing of Sleeves for services PVC/ MS inserts will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member. (Excluding cost of providing, laying and fixing of Reinforcement steel, MS Inserts, Sleeves work)

HYSD - TMT bar Reinforcement Steel - Providing, laying, fixing of Reinforcement Steel of required grade and sizes for R.C.C. work including straightening, cutting, bending, hoisting at all levels, with all lead, lift, placing in position including MS binding wire as approved etc. complete as per drawings details & written instructions.- Fe- 500 grade, Reinforcement used in structure shall be free of rust. Contractor to submit BBS and get is certified prior to execution.

Providing & laying at all heights and depths approved Non-Shrink Grout ( Sika) under equipment / column base plates, etc. including chipping the concrete surface, cleaning, laying, finishing the surfaces smooth, curing etc. complete as specified and directed.

Supplying and laying composite 1.2 mm thick, pre-applied, fully bonded HDPE membrane Dr. Fixit Prebond E over confined raft/retaining walls conforming to BS 8102 & IS 16471:2017. Typical application includes surface preparation by levelling vertical surface using shotcrete/plum concrete/sacrificial shuttering, cleaning the surface to remove any loose concrete, dust particles, sharp protrusion etc., cutting the membrane to convenient length as per site condition, vertically aligning the membrane using Dr. Fixit Double side adhesive tape/using low head PVC roundels at selvedge portion and rolling it out with print coated side facing up, laying adjacent sheets by keeping overlap of 75 mm, end overlaps to be treated using double sided tape etc. The membrane shall be overlapped with raft membrane by minimum 100 mm using double sided adhesive tape. The membrane shall have Tensile strength > 21 Mpa as per ASTM D 412, Elongation >400% as per ASTM D 412, Puncture resistance > 800 N as per ASTM E 154, Hydrostatic head resistance > 60m head of water as per ASTM D 5385,Low Temperature Flexibility: -25 deg C, Peel Adhesion to Concrete > 880 N/m as per ASTM D 903 Modified, UV Exposure > 21 Days, Dimension Stability-0.5 %

Providing & laying 250 micron LDPE sheet over the prepared subgrade above including joining by necessary overlapping as directed including cutting of sheet, laying etc. complete. Measurement will be given on the actual area without overlapping.

Supplying and Fixing 50 mm Thk. Duraboard HD 100

Supplying, laying, compacting 50 mm Thk. Fine River Sand for cushion etc. complete

Brick Masonry Work - Providing & Laying Brick work with Non modular sized ,Machine made Fly Ash cement Bricks with minimum 10% Cement , confirming to I.S. 12894-2002 , of class designation 7.5, ( 75 kg./sq. cm ), for wall thickness from 150 and above, with fly ash confirming to I.S.3812-1981, up to plinth at all heights/depth , including curing etc. complete.

Sand faced Cement Plaster - Providing and applying 12-15 mm thickness sand faced cement plaster externally in cement mortar using approved screened sand in all positions including base coat of 12 mm thick in C.M. 1:4 (1 Cement : 4 screened silt free sand) including mixing of synthetic Polyester triangular fiber of length 6 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 mgs. of synthetic Polyester triangular fiber for 50 Kgs. cement used in cement mortar, including using waterproofing compound at 1kg per cement bag and top simultaneous coat of 6 mm thick in C.M. 1:3 (1 Cement : 3 screened silt free sand), added with floating cement punning, curing, sand facing with special sponge by taking out required size / type grains, with double staging H Frame scaffolding, all lead, lift etc. complete, including cost of providing and fixing of 150mm wide G.I. chicken mesh 24 G with washers, nails at all dissimilar material junctions of concrete & masonry and providing grooves, bands, Pain Patti as per architectural designs and requirements etc. complete.

POP/Gypsum Plaster : Providing & applying POP/Gypsum plaster 15-20mm the on brick wall, plastered surface at any height as per manufacturers specification & standard work process including H Frame/cup lock scaffolding or suitable arrangement etc. complete. including finishing joints and corners rounded off, Height of work up to 10 meters. Make - Vinayak, India Gypsum, Saint gobain. Measurement will be given actual surface area basis. No wastage will be paid separately. Scope includes necessary tools & tackles, all leads & lifts etc. complete.

Providing and laying vitrified tile floor & Skirting in different sizes(In Cement Mortar Bedding) (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colour's, shades and pattern, laid on minimum 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) over cement grout, including grouting the joints with white cement and matching pigments in line and level etc., complete.

M.S. Structural steel work :- Providing, cutting, fabricating, hoisting in position and fixing in line and level Structural steel in single/ built up section for staircase, columns, beams, edge angle, misc. work etc. by welding etc. by using angles, channels, bars, flats, plates, insert plates etc. including straightening, cutting, welding, grinding, drilling, inserting with applying a priming coat of approved steel primer, 2 or more coats of Oil paint with all lead lift complete as per drawings and instructions. (Welding electrodes, consumables will not be paid separately. Rates inclusive of necessary tests of material , welds , fasteners, lifting equipment's, cranes, faranas, scaffoldings etc. as per relevant Indian standards)

M.S. Structural steel work for Chequered plates:- Providing, cutting, fabricating, hoisting in position and fixing in line and level Chequered plate Structural steel including straightening, cutting, drilling holes, welding, grinding, drilling, inserting, with all lead lift complete as per drawings and instructions. (Fasteners, welding electrodes, consumables will not be paid separately. Rates inclusive of necessary tests of material , welds , fasteners, lifting equipment's, cranes, faranas, scaffoldings etc. as per relevant Indian standards), including applying a priming coat of approved steel primer, 2 or more coats of Oil paint etc. complete.

Fabricating , Erecting, aligning , in required position, Miscellaneous Items / Structures of Structural steel using existing removed mild steels Hold fasts , Railings using M S Tubes , Stools and frames , suspenders for false ceiling and frames for trap doors , Manholes , brackets for cable trays and pipes any other structures etc. as directed by the engineer, including necessary consumables, cutting , grinding , welding , painting with primer and two coats synthetic enamel paint ,cleaning etc. complete ,including any shop drawing if so required.

Providing and applying Epoxy floor coating (3mm Thk) ( application through Authorized Applicators of manufacturers such as Sika or equivalent ) on floor after proper surface preparation adhesion promoting solvent free two components ready to use primer on prepared surface, after primer laying three components ready to use. Self levelling solvent free ceramic filler enhanced self smoothing joint less high build underlay or levelling screed of thickness 2 mm after application of levelling screed applying 4 ( epoxy clear resin + epoxy clear hardener + ceramic filler + concentrated colorant) component ready to use solvent free self levelling joint less, oil proof, waterproof uniform colour flooring of average thickness 1mm which will provide total thickness of 3mm as per manufacturers specifications and as per direction of Engineer In Charge. Including Grinding and cleaning existing Epoxy Flooring.

Supply and make Epoxy coving 150mm height at wall and floor joints

Supplying and fixing 4 mm thick Aluminium Composite Panel Cladding of make ‘EUROBOND’ in perfect line and plumb, approved Colour's and shade with metallic finish. Aluminium Composite Panel shall consist of two Aluminium sheets (Alu. Alloy – 1100 H18) 0.50 mm thickness and 3 mm thick antitoxic Polyethylene core. Aluminium fold PVDF coated (PVDF Coating 30 to 32 micron). Frame made from 38 X 19 X 2 mm thick Aluminium Channel fixed to the MS structure/ beam/slab and wall with aluminium plated screws, fasteners and aluminium brackets whenever required. Fixing over it 4 mm aluminium composite panel bended at edges fixed with powder coated aluminium cleats fixed with proper rivets fixing the tray to the frame with sheet metal cadmium plated screws and filling the joints with Backer rods (Polyethylene 12 mm dia backer rod) and sealing the gaps. Joints with approved silicon weather Sealant (Dow Corning 789/Wacker 305). The rates shall be including scaffolding for any height.

Anchor fasteners 12 mm - Providing and fixing in position Anchor Fasteners of required length and diameter with chemical grout ,Fisher, Hilti or Equivalent make as per manufacturers instructions including drilling , placing the bolt and certifying the strength etc. complete, with adequate anchor length to develop full strength of the bar, and proving the strength by conducting pull out test at site on a random sample etc. complete etc. complete, for 12 mm dia X 160mm length (Embedded 150mm)

Anchor fasteners 16 mm - Providing and fixing in position Anchor Fasteners of required length and diameter with chemical grout ,Fisher, Hilti or Equivalent make as per manufacturers instructions including drilling , placing the bolt and certifying the strength etc. complete, with adequate anchor length to develop full strength of the bar, and proving the strength by conducting pull out test at site on a random sample etc. complete etc. complete, for 16 mm dia X 210mm length (Embedded 200mm)

Anchor fasteners 20 mm - Providing and fixing in position Anchor Fasteners of required length and diameter with chemical grout ,Fisher, Hilti or Equivalent make as per manufacturers instructions including drilling , placing the bolt and certifying the strength etc. complete, with adequate anchor length to develop full strength of the bar, and proving the strength by conducting pull out test at site on a random sample etc. complete etc. complete, for 12 mm dia X 210mm length (Embedded 200mm)

Removing existing MS rolling shutter (Gandhi make) carefully without causing damage to surrounding structures, including dismantling of all accessories, stacking of serviceable materials within site premises as directed by the Engineer-in-Charge.

Fixing in position existing removed MS rolling shutter (Gandhi make), including all accessories such as top cover, side guides, locking arrangements, handles, and making shutter smooth operational including consumables required etc. complete as per manufacturer’s specifications and directions of Engineer-in-Charge.

Providing & applying Painting with Premium quality Plastic emulsion paint of approved brand (Asian or equivalent make) and manufacture to give an even shade : Two or more coats on new work & old work, including all necessary surface preparation including scrubbing of old paint, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering one coat of putty, one coat of primer and two coats of paint at any height and any location cleaning etc. completed with scaffolding/ or any other arrangement approved by safety officer and industrial safe practices for any height, cleaning as directed by engineer in charge.

Flat Oil paint matt finish (Plastered surface Wall & Ceiling): Providing and applying premium quality Flat Oil PAINT two or more Coats over 1 Coat of PRIMER of approved make (Nerolac, Asian, Deluxe, Berger or approved of colour and shade on any typed plastered surface at any level as per manufacturers specification. Scope includes surface preparation – scrapping of old surface, removal of old coat, removal of scaling over which one coat of primer, repaint putty over which two or more coats of approved paint along with filling the undulations with putty. Scope also includes necessary scaffolding or Spider with safety lifeline other measures mentioned in point no.1; necessary tools & tackles, all leads & lifts, wastages Mode of measurement: Surface area of work in Sqm as per CPWD guideline.

Exterior Paint: Providing and applying Premium Acrylic (100% Acrylic) Smooth exterior paint with Silicone additives of required shade using Asian, Nerolac, Berger, Deluxe or approved paint, including base preparation by cleaning with Jet wash, preparing the surface by thoroughly cleaning/ washing oil, grease, dirt and other foreign matter and sand papering, wire brushing, priming etc. as per standard specifications of CPWD. Two or more coats as per manufacturers specification & consumption at any height and any location, including masking, cleaning etc. complete as directed by engineer in charge. Scope also includes filling of cracks with crack seal and external grade putty for levelling the surface wherever required, necessary tools & tackles, all leads & lifts etc. complete. Colour in pattern or single colour as per EIC. While working at height contractor can use Spider with safety lifeline or scaffolding/cup lock/ ladders wherever required or other suitable safe system as per requirement and as approved/ directed by client's safety dept. Use of advance machinery such as JLG, cherry picker, Crane with bucket etc. at no extra cost will be appreciated but not compulsory. Contractor has to provide all necessary PPE`s to highly skilled labours to execute the work. Contractor should depute the labours who have work experience of Working on height & has no vertigo issue. Working on Zula & bamboo scaffold is strictly prohibited. Max height above ground is up to 18 meters. Mode of measurement: Surface area of work in Sqm as per CPWD guideline. All external surfaces wall, ceiling soffits, chajjas, offsets, elevational treatment, rain water, soil, waste and vent pipes and fittings and other misc. work etc. Note: Applicator to provide minimum 5 years of paint performance warranty.

Making Core Cuts in RC members using high speed core cutting machine cleaning etc. completed as per direction of Engineer - in -charge.

Up to 150 dia , and up to 350mm length

From 160mm dia. To 300 mm dia and up to 350mm length

Providing and fixing in position Rebars with Chemical Grout OF HILTI OR equivalent as per manufacturers instructions including drilling , placing the bolt as chemical anchor , and certifying the strength etc. complete, with anchor length to develop full strength of the bar, and proving the strength by conducting pull out test at site on a random sample etc. complete.

Bar dia 8mm

Bar dia 10mm

Providing, laying and jointing RCC HUME PIPES of NP2 class with all specials below ground level at all depths including cutting, jointing with hemp yarn & C.M.1:1 and testing etc. complete as directed by engineer in charge, excluding excavation up to the required level & refilling, it is paid under appropriate excavation item.

150mm Dia

200 mm Dia

300 mm Dia

Fixing of Metal Door with frame and accessories in line and level including required fasteners, filling of gap with sealant and make door operational etc. complete (Metal Door with frame supplied by client)

Providing and fixing in position PVC pipes of 75mm diameter, including all necessary fittings, cutting, jointing with approved solvent cement, supports/clamps, testing for leak-proof installation, and making good the surfaces, complete as per drawings and Engineer-in-Charge directions.

Rates on daily basis for providing Skilled workers, 8 hr. shift/day per person including required tools and tackles.

Rates on daily basis for providing Unskilled workers ,8 hr. shift/day per person, including required tools & tackles.

Total Basic Amount

Add CGST 9%

Add CGST 9%

Total Amount