BARC/NRG NRGP/Civil/ 2021/104857 dt.12/08/2021

Amount

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 to 3.00 m depth from Average Ground Level

From 3.00 to 4.50 m depth from Average Ground Level

From 4.50 to 6.00 m depth from Average Ground Level

From 1.50 to 3.00 m depth from Average Ground Level

From 3.00 to 4.50 m depth from Average Ground Level

From 4.50 to 6.00 m depth from Average Ground Level

From 3.00 to 4.50 m depth from Average Ground Level

From 4.50 to 6.00 m depth from Average Ground Level

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.

Lead charges for Lead exceeding 1 KM but Not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: (i) The rates in respect of Item Nos. 4, 5 and 6 is applicable for NET Quantities arrived at after making deduction for voids @20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement(ii) Item 6.3 will be executed only if radioactive contaminated soil will be encountered during excavtiom

Additional charges over item No. 1 to 3 and handling/disposal of any radioactive contaminated soil as per guidelines of Health Physics as per tender.

Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for pre constructional anti termite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor.

SECTION-B Flooring Labour charges for Murrum Filling in plinth or where directed including supply and transport, including compaction to 95% of the maximum dry density (modified Proctor Density) in layers not exceeding 150mm in depth complete: (borrow areas shall be approved by engineer before starting work) (using Murrum available at BARC Campus with a lead of up to 4 kms).

Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting with Hand roller / Floor compactor including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge

Providing and laying 50 mm thick cement concrete flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 30 X 3mm glass strip,This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings.

Providing and laying Self levelling Epoxy flooring, including preparation of the surface, primer coat, screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade of approved make all as per manufacturers specifications complete as directed at site by the Engineer-in-charge (This Job to be carried out through a specialized approved agency).

4 mm thickness

SECTION-C Plain Cement Concrete Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all levels.

SECTION-D Reinforced Cement Concrete Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications.

RCC as per specifiations up to plinth level

RCC all grades in super structureabove plinth level upto 20.00 metre height

Extra over item No. 13.1 and 13.2 above with Ready Mix Concrete (RMC) from outside project area including transporting and pumping from BARC approved concrete batching plants.

SECTION-E: Reinforced Steel & Structural Steel Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL or TATA make only using virgin materials. Notes: i) The contractor shall supply copy of Documentary evidence of purchase of steel, Test Certificate from these firms and also testing from third party from approved laboratory to be arranged at no extra cost.ii) Binding wire required for the work will have to be supplied by the contractor at their own cost & will not be measured for payment. iii) Cover blocks shall be of same grade of concrete.

Note for item No. 15 & 16 i) The contractor shall supply copy of documentary evidence of purchase of steel, Test Certificate from approved manufacturers and also third party testing from approved laboratories without any extra cost. ii) Welding weights, connections, bolts and nuts shall not to be measured for payment but the cost of which shall be deemed to have been included in the rates. iii) Welding electrodes manufactured by M/s. Adani Oerlicon/ESAB India & D&H of specified suitable grade only shall be used. iv) Holes to be drilled only by drilling machines and gas cutting of holes are not permitted. v) Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. Providing structural steel work at all levels using angles, channels, joists, other sections, embeded parts welded and / or bolted in built up sections for trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, hoisting, fabricating, erecting as required, fixing in position to correct line and levels, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by Project Engineer. Upto and including 300mm Joists, 350mm channels, and below sections using materials produced by SAIL / RINL (VizagSteel) / TATA. All test reports to be provided along with the supply of the materials.

Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench/Manhole Covers, Connection plates etc. including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials produced by the own plants of SAIL, RINL (Vizag Steel) and TATA only using virgin materials. All test reports to be provided along with the supply of the materials.

Providing and placing at site MS foundation bolt of required size, shape and length as per IS:5624, of mechanical property class – 6.8 as per IS:1367-Part-3, with two numbers of compatible hexagon nuts of class 14H (conforming to IS:1367, part 7), washers conforming to IS : 2016 with each bolt of reputed make, fixing at site complete as per drawing and technical specifications. Bolt size M20 X 3.5, length 500mm with top 100 mm as threaded portion at one end.

SECTION-F : FORMWORK Providing, centering, shuttering Formwork using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. Notes: i). The rates should be inclusive of the safe working platform around the structure to facilitate man, material and equipment movement. Concreting will be done either by using a pipe line or bucket. ii). For payment, measurements will be made for the area of the concrete in touch with the concrete cast. iii). Contractor has to submit the design of shuttering for approval of department before use at site.

For sub structure

For super structure

SECTION-G Masonary Work and Plastering Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge. Brickwork in super structure with standard bricks in C.M 1:4 using crushed Sand.

Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc. complete as per drawings and specifications.

Providing Raised and cut pointing on stone with cement moratr 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge

Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge

Providing 20 mm thick water proof plastering in cement mortar 1:3 (using crushed sand) finsihed smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site.

Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete. all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge.

Providing and fixing G.I. chicken mesh in the junctions of concrete & brickwork / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)

SECTION-H Dismantling Works Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200m lead as per direction of Engineer-in-charge Note: The rates in respect of Item Nos 26 to 32 are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement

Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Demolishing Stone rubble masonry (in cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge

Dismantling and stacking within 100m lead fencing posts or struts including all earth work and dismantling of concrete etc

T or "L" iron or pipe

Dismantling of GI chainlink fabric fencing made of GI wire of dia 4mm including making roll and stacking within 50 m .

Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) of area 3.00 Sq.M and below

Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. (Roof trusses etc). Note: The rates in respect of Item Nos 26 to 32 are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement

Lead charges for items 27 to33, Lead Exceeding 1km but not exceeding 2km, by mechanical transport including loading, unloading, stacking/levelling etc. Debris Beyond 1 km but up to and including 2 km.

Lead charges for items 26 to32, Lead charges for lead Exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking/levelling etc. Debris Beyond 3 Km but up to and including 4 km

SECTION-I Water Proofing Works Providing patented cement based water proofing treatment from outside to Basement, lift pits, trenches, and other underground structures during construction, consisting of a water proof layer over cement concrete 1:3:6 bedding finished with Rough Shahbad stone of about 20 mm thick,well pointed in the joints with cement and approved make water proofing compound as per manufcturer's specification and continuing the treatment after completion of floor slab & sidewalls on the outer face of walls up to 300 mm above the adjacent ground level complete as directed by the Engineer-in-charge. The total treatment of waterproofing treatment shall be around 75 mm for floors and 35 to 40 mm thick for walls. Notes:- (i) The cost of 1:3:6 is not included in this item and is to be catered for separately(ii) A working space of about 600 mm shall have to be provided in the excavtion separately for the treatment of exterior faces of walls.(iii) The water proofing treatment is to be Guaranteed for borne dry condition for a period of 10 years.(iv) The measurement for payment shall be as per actual area covered by the treatment(v) The structure will be subjected to water leak test and the cost is to be borne by the contractor.

From 0.00 to 7.0 m depth using river sand / crushed sand

Providing and placing in position suitable PVC water stops of approved make (M/s Omai Plastics, Caprihans India Ltd., Kanta Polymers (Kanta flex) & Fixopan) conforming to IS: 12200 for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as perspecifications and as directed by the Engineer-in-charge

150 mm wide water stopper with central bulb 8 mm thick

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, chajjas etc. consisting of flowing operations (i) Injecting the top slab as required with cement and approved water proof compound solution to fill up all inherent holes, voids honey combs etc. in the concrete slab, setting "autoclaved aerated light weight block bats" coba in waterproof mortar with necessary gradient for easy flow of water & continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300mm in the shape of vatas, finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (using river / crushed sand) admixed with proprietary water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including mixing 'polyster fibre of approved make' at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300mm square, 3mm deep (v). The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Engineer-in-charge.

120 mm Average thickness for terraces using rivers and / crushed sand

Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved water proofing compound solution to fill up all inherient holes, voids, honeycombs etc. in the concrete slab, setting brick bat coba in water prrof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in the shape of vattas, with water proof plaster finished smooth with trovel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in-charge

With Average thickness of 120 mm and minimum thickness at khurra as 65 mm using river sand / crushed sand

SECTION-J Road Works & fencing Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m

Cement concrete 1:2:4 (1 cement :2 CRUSHED sand :4 graded stone aggregate 20 mm nominal size) in pavements, laid to requried slope and camber in panels as required including consolidation inishing and tamping complete

Providing and laying design mix cement concrete of M-30 grade in roads, taxi tracks and runways using crushed Sand, graded stone aggregate of 20 mm nominal size in appropriate proportions as per specified design criteria approved by Engineer-in-charge, mechanically vibrated using needle/Surface vibrators including steel form work with sturdy M-S channel sections including curing and providing and filling construction joints and dummy joints with approved joint filler primer or equivalent including rounding of the edges and filling the grooves 10 x 25 mm deep at top for construction joints and 10 mm x 50 mm deep at top for dummy joints with joint sealing compound (conforming to grade B of IS:1834) including making necessary arrangements for expansion joints etc all complete as directed by the Engineer-in-charge.

Extra over item No.41 above with Ready Mix Concrete (RMC) including pumping and placing etc. complete. (Item will be operated only if concrete is supplied from outside BARC approved concrete batching plants).

Providing and fixing in position Pre moulded joint filler in expansion joints 25 mm bitumen impregnated fibre board as per specifications.

Providing and laying in position bitumen hot sealing compound for expansion joints (STP make or approved equivalent) etc using grade A sealing compound.

Providing and fixing GI chainlink fabric fencing made of GI wire of dia 4mm of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required, painting two coats on fencing with synthetic enamel paint of approved brand and manufacture to give an even shade over a coat of primer, complete all as per specifications and drawings and as directed by Engineer-in-charge. complete as per direction of Engineer-in-charge.

Providing and fixing barbed wire 9.38 kg per 100 meters (min) between steel angle posts fitted and fixed with G.I. staples/G.I. binding wires tied to angle holes complete as directed by the Engineer-in-charge. (Cost of angle posts to be paid separately): Payment to be made per meter cost of total length of barbed wire used.

SECTION-K Marble and Granite Providing and fixing Minimum 17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Telephone Black colour for kitchen platforms, vanitiy counters, Washbasin Counters, Door Frames, window sills, facias and similar locations of required size, colour and texture laid over 20mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels.

SECTION-L Doors, Windows and Wood Work Providing and fixing pannelled teak wood door shutters (35 mm thick frames and 25 mm thick shutters) using second class teak wood using styles & middle rails 100mmx35mm, bottom rail 200mmx35mm, top rail & lock rails 150mmX35mm and panelling with 25mm thick best quality teak wood planks including fixing in existing door frame including ISI marked 100mm stainless hinges with SS screws complete all as per specifications and as directed.

Providing and fixing IS:3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing mortice latch and lock of approved make with 6 levers and a pair of handles Inside opening LEFT / Right with necessary screws etc complete suitable for fixing in wooden / steel / FRP/doors as per specifications.

Providing and fixing stainless steel aldrops of size 300X14mm of approved make with necessary screws, bolting from rear side complete as per specifications complete.

Providing and fixing pair of stainless steel "C" type door handles 10mm dia, 250mm long SS304 grade solid rod, of specified size in steel doors / wooden doors including screws / bolts etc. all as per drawings and specifications complete.

SECTION-M Aluminum W orks, Structural Glazing Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately).

Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)

Extra for colour anodizing

Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item) With clear float glass panes of 5.00 mm thickness

Providng and fixing Aluminium Grill 10mm thick "DECOGRILLE" make Model No. DG-202 in natural Silver anodising of min 15 Microns with a opening size of 60mmx45mm and Minimum weight of 4.12 Kg/Sq.M including providing and fixing Suitable'F'/'H' section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-charge. Aluminium alloy shall be of 6063-T6 with yield strength of minimum 6.5 kg/ sq.mm.

SECTION-M Painting Works Providing and painting TWO coats of synthetic enamel paint on new wooden surfaces of approved brand and manufacturer of required colour to give an even shade over an under coat of suitable shade primer of approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and Painting two coats with oil bound distemper of (Asian/ Nerolac or equivalent) or approved brand and manufacturer, over new work to give an even approved shade and including priming coat with one coat of cement primer including preparation of surfaces, filling with putty if required, scaffolding complete as per specifications and as directed by the Project Engineer.

Providing and painting with Epoxy PU paint using 3 coats of (180 Micron dry film thickness) Epoxy PU high building coating of approved make as finishing coat over a priming coat of EPILUX-4 clear lacque rprimer over concrete / plastered surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping, applying sandpaper, making free of dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum over all dry Film thickness of 180 micron (180micron finishing coat) On CONCRETE surfaces

Providing, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. On Plain plastered / concrete sufaces.

Section-N Drainage Providing and fixing 150mm x 150mm cast iron grating for rainwater down takes at roof including chipping and grouting complete all as directed by the Engineer-in-charge

Providing and fixing PVC rain water pipes conforming to relevant IS type Band PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge

Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. 250 mm dia RCC hume pipe

Section-O Miscellanious G.I. Crimpnet gate:- Providing, fabrication, erection of G.I. Crimpnet gate and side supports with the following details: a) Excavation for side supports, soling, PCC, formwork and curing. b) 150mm square Box type side supports in position using 2 Nos. ISMC 150 (unit weight 16.4 kg/m) with hold fasts on four sides of side supports using angle 65 x 65 x 6mm and 12mm thick base plate of size 300mm x300mm below box type side supports. c) Gate shutter with G. I. Tubular frames of Class 'C' / heavy duty G. I. pipes and bends (Nominal pipe size - 1 1/2" NB, 38mm i/d, 5.41kg/m), G. I. Crimpnet of size 50mm X 8g welded on angle iron frame of ISA 40x 40x5mm. Fixing of M. S. flat beading of size 20 x 5mm to hold crimpne. d). Wheels and semi circular 20mm flat below wheel for easy movement of gate. e) Pivot type hinges (3 nos. for each shutter of gate), locking arrangements (aldrop and tower bolts.) f) Painting of gates using priming coat. (Gate - 03 Nos.)

Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings.

16 mm diameter 200 mm long

Providing hydra/forklift for departmental material movement/ lifting/shifting at the site.

Providing and grouting cement slurry (W/C ratio = 4:1) for grouting existing soling of the structure after dismantling of existing PCC/RCC over soling. (Note: Dismantling of existing PCC/RCC will be paid under separate item of Dismantling of PCC/RCC)

Hydrotesting of the RCC Tank including all arrangements for filling and emptying of all the containment with potable water (to be supplied by contractor) and providing blank flanges, pipelines, pumping system, etc. including testing for leak tightness as specified, grouting till satisfactory leak tightness test results are achieved, all as required, as per specification, and as directed by Engineer-in-charge, complete upto 7m height Note. (1) The cost is inclusive of all repetitive water filled test as above till satisfactory level of EIC. (2) Hydrotesting will be performed simultaneously in alternate compartment.

A B Swamy & Associates

Neelkantham Systems Private Limited

UCC INFRASTRUCTURE PVT LTD