Conversion of single to double skin roofing, North light, repairing and miscellaneous works at S-60-62, South Site, BARC, Trombay, Mumbai.

Amount

Providing, centering, shuttering Form work 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

For Sub Structure

For Super Structure

Providing and laying in position cement concrete of 1:3:6/ M-10 with minimum cement content 220 Kg/Cum (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels

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. Note:i) For all the items, of item no. 4 - in view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost.iii) Minimum cement content .

up to Plinth Level

In Super Structure

Extra for RCC/PCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .

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 all dia. bars TMT bars to be supplied by the contractor, confirming to IS 1786. 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 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 confirming to IS 2062. All test reports to be provided along with the supply of the materials.

Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks with minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item)

Providing and constructing brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ Sq.cm strength of approved make and size in super structure above plinth up to and including Floor II level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

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 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 Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.

Providing, painting, Finishing walls with Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaces with Silicone additives (APEX ULTIMA of Asian paints or approved equivalent quality/ product meeting technical parameters) of required shade over new/old work (Two coats applied @ minimum1.43 ltr / 10 sqm) over and including external cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Project Engineer. Note: Scraping of old painting and surface preperation are inclusive of this item.

Providing and painting with 1st quality acrylic washable distemper (ready made) with Two coats on new work of approved make and manufacturer and of required shade and colour, including scaffolding, preparation of the surfaces ,etc., but excluding cement primer as per manufacturer's specifications and as directed by the Engineer-in-charge.

Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge.

Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Provding and constructing brick work in Cement mortar using standard bricks of approved class/ quality, make or brand in foundation and plinth including curing, raking out joints, simultaneous pointing below plinth level if specified, complete as per drawings, specifications and as directed by the Engineer-in-charge. Brick work in C.M 1:6 using crushed sand.

Providing 12 mm thick Internal plastering in cement mortar 1:4 without cement punning (using crushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.

Extra for cement punning for all types of mixes complete all as per specifications and as directed

Grouting of Lean Cement grout mixed with Non Shrink Compound/ polymer in pre fixed nipples with High Pressure Hand Pump( Killick Nixon Pump), removing the nipples after grouting the area and finishing the area with. Mc Fix ST(Manufactured by Mc. Bauchemi or approved equivalent quality/ product meeting technical parameters ) complete all as directed by the Project Engineer at site.

Drilling Holes of 12/13mm diameter and fixing Aluminium/ PVC nipples using Mc Fix ST- ready Mix High Strength Mortar.or approved equivalent quality/ product meeting technical parameters.

Grouting (only quantity of Cement used for grouting will be measured and paid.) Contrator shall maintain Log book for consumption of Cement duly approved by Engineer in Charge .

Providing and injecting non shrink grout of approved make (GP2) including mixing , pouring, curing as per menufacture specifications , including scaffolding complete all as per specifications and as directed by Engineer-in-charge

Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) 5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used. 'Note: Scaffolding will be paid seperately under relavent Item.

Repairs to the RCC structural members of concrete surface/RCC brackets with form finish, concrete finish using Super Fluid Micro Concrete general purpose approved grout powder using Roffe concrete repair approved equivalent SFMC, item includes the operations of breaking cracked/spalled concrete members along the cracks and taking down the debris to ground level and stacking/ disposing of debris with in a lead of 50 mtr as directed ,exposing and cleaning the reinforcement bars thoroughly by tapping wire brushing emery papering and finally by chemicals such as acetone or eqvt.and washing the surface by waterjet to remove acetone and brushing subsequently and applying a protective coat of polymer and cement mixed in the ratio of 1:1.5 (1 polymer : 1.5 cement ) by volume to the reinforcement bars and casting /grouting with Super Fluid Micro Concrete in the proportion of grout and aggregate of quartz/granite rounded chips of size 6 mm down graded or eqvt in the ratio of 1 powder: 0.50 aggregate by weight (100 kg SFMC: 50 kg Quartzchips) including cost of double steel scaffolding and required Form work and removal of same (Only form work will be paid under relevant items) after grouting curing etc. complete all as per specification and as directed by Engr.- In-charge. Note: 1. Mode of measurement shall be in kg of SFMC powder consumed only. 2. SFMC powder will be supplied by Contractor. 3. Protective coat to reinforcement and bond coat over adjacent concrete surface are inclined in the item. 4. Reinforcement and Formwork for Jacketing shall be measured and paid under relevant item. 5. Fixing Weld mesh if required and same will be measured and paid under relevant item.

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 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 / Dyed anodizing on Aluminium sections & sheets

Providing and Fixing in position 6 mm thick solid clear (Translucent) Polycarbonate sheet of approved make including cutting, fixing on existing supports by Replacing damaged panels and sealing the joints with silicon sealent with necessary stainless steel fastners, scafffolding if necessary complete all as directed by Engineer in charge.

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge. (i)Every possible precaution shall he taken to ensure that the damaged surface(s) shall be thoroughly clean, dry, free from condensation, moisture, dust, oil grease, rust, dirt and other contaminants before the application of the touch-up/repair processes. (ii.)Blast cleaning and painting shall not be conducted when the surfaces are less than 3 °C above dew point or when the relative humidity of the air is greater than 85%. (iii) Any paint found to be incorrectly applied shall be removed and repainted to the appropriate painting/coating requirement. (iv) Surface preparation, whenever possible, shall be carried out by dry blast-cleaning. Where dry blast cleaning is not feasible due to limited access, risk of damage to equipment, light gauge steel, proximity to electrical or instrumentation components, hand or power tool cleaning shall be applied. This shall be followed by solvent cleaning prior to painting. Where the damaged surface being repaired lies adjacent to a previously coated surface, the cleaning shall extend to the surrounding coating by a minimum of 25 mm on all sides and the edges shall be "chamfered" to ensure continuity of the patch coating. (vi) Appropriate protection, shields or screens shall be used to cover the remainder of the previously coated surface to prevent any possibility of damage to or contamination of the coating before starting any repair work.

Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge.

Providing and fixing 75 mm thick Non Asbestos Fibre Reinforced Aerated Cement Sandwich wall panels of M/S EVEREST INDUSTRIES LTD or approved equivalent quality/ product meeting technical parameters , made out of Light Weight Fibre Reinforced Aerated Cement Concrete Core Composed of Portland Cement, Fly Ash Binders Etc. and 4 to 5 mm thick Non Asbestos Fibre Cement Boards on either Side of the Core having a Tongue and Groove on Longitudinal side of the Modules . These panel Modules are Erected / Installed using Galvanised Iron Steel Tracks of suitable section as per manufactureres specification at bottom and Top of the Wall respectively Including all Necessary Material Required for Erecting and Fixing the Wall Panel Complete as per the Direction of the Engineer in Charge. For Permanent and Exterior Joints the Paste of Sodium Silicate and Fly Ash / Cement to be Applied at Tongue and Groove Interlocking Joints and on Exposed Joints with Acrylic Putty and Fibre Tape on Both Side all as per design, drg and specification and as directed by Engineer-in-Charge. (Structural steel used for support if any required shall be paid in relevant item) Note:Necessary cut-outs for Doors & Windows shall be made in the wall panelling. The rate shall be inclusive of all materials & Labour required for making cut-outs and additional GI channel frame work. No deductions will be made for the cut-outs for measurement purpose.

Providing , supplying and fixing standard steel windows and ventilators made of F-70 'Z' or other Profile Sections , Electrically butt welded as per the welding specifications, 12 mm sq. guard bars manufactured as per BARC drawings, all steel HOT dip Galvanised and fixing 4 mm thick Float Glass with beadings, putty and 300 mm long M.S hold fasts embedded in PCC complete all as per specifications and drawings and as directed

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.

150 mm Dia RCC Hume pipe class Np2

250 mm Dia RCC Hume pipe class Np2

300 mm Dia RCC Hume pipe class Np2

Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplaus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge

Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 100 m lead and disposal of unserviceable materials

150 mm diameter

200 mm diameter

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix cement plastered on both sides with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 230 mm diameter

Providing and constructing storm water chambers of Internal size clear dimention of 450mm x 450 mm in 230 thick brick masonry with Cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, outside and all exposed sufaces finished with a floating coat of neat cement, embedding the C.I frame and cover / RCC precast slab by making suitable rebate in concrete, and fixing cast iron steps if necessary at 300mm intervals complete as directed by the Engineer-in-charge. Depth of chamber not exceeding 900 mm. (Excavation, soling, cast iron cover, C.I steps and precast slab will be paid separately under relevant item)

Extra depth over 1.20 metre depth for constructing storm water chambers of internal clear dimention of 600 x 600 x in 230 thick brick masonry with cement mortat 1:4, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, complete all as directed by the Engineer-in-charge.

Providing and constructing storm water chambers of internal clear dimention of 600 x 600 x 1200 mm deep in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, outside and all exposed sufaces finished with a floating coat of neat cement, embedding the C.I frame and cover / RCC with 1:2:4 concrete / RCC Precast slab by making suitable rebate in concrete, and fixing cast Iron steps if necessary at 300 mm intervals complete as directed by the Engineer-in-charge. Depth of Chamber not exceeding 1200 mm. (Excavation, soling, cast iron cover, C.I steps and precast slab will be paid separately under relevant item)

Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item)

Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item)

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top, with 230 mm brick work in cement mortar 1:4, inside and ouside & all exposed surfaces cement plaster 20 mm thick with cement mortar 1:3 finished with a foating coat of neat cement, foundation concrete of mix 1:3:6 and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design , fixing C.I circular manhole cover, C.I steps as per the drawing (C.I frame & cover, C.I steps and excavation work will be paid seperately under relevant Item.) For an initial depth of 910 mm

Extra depth for circular type manhole 910 mm internal dia at bottom and 569 mm Intenal dia at top, in brick work. Beyond 0.91 m

Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing of approved make including flashings and insulation etc as per approved drawings and design including all consumables and taxes comprising of the following: Providing and fixing of top sheet and insulation layer on double layer roofing system comprising of 0.60 mm thick (Bottom sheet already fixed at site at position) Galvalume alloy comprising of profile sheeting manufactured from Galvalume sheet and physical material properties as specified. These sheets shall be fixed on specially reinforced polyamide or acetylene anti-friction di-electric brackets at every location for permitting unhindered, free sheet movement at all required locations. The profile shall have a special in built drainage joint at side laps to make it fully watertight even in fully submerged conditions. It shall have overall depth of 50 mm from horizontal after fixing and 550 mm covered width. The side laps shall be of interlocking type with requirement of mechanical seamer. Cost including if any ridge sheet required, shall be provided. Note: (i) Top sheet 0.60 mm thick colour coated Galvalume sheet metal roofing/Screwless Fixing System. (ii) Bottom/inner lining sheet already fixed at site. (iii) Insulation: This shall be comprising of 100 mm thick Rockwool insulation with aluminum foil each of 50 mm thick with density of 48 kg/cum Over a vapor barrier (Three layers of Aluminum foil). (iv) Sub Grit (Top Hat) 1.5 mm thick Galvaised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminum sheets. (v) Top sheet of 0.60 mm thick physical material properties as specified.

Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete.

Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashing for covering joints between roof sheet and any other structure.

Roofing accessories of galvalume sheet above 600mm total width up to 1200 mm for ridges, gutters, aprons and flashing for covering joints between roof sheet and any other structure.

Dismantling cement asbestos, Celotax or other hard board ceiling or partiton walls including stacking of serviceable materials and disposal of unserviceable materilas within 100 m lead.

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

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 100 m lead as per direction of Engineer-in-charge

Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead

Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge.

Extra for cutting of reinforcement in RCC, stacking the same and returning the steel scrap to the departmental stores all as per direction of Engineer-in-charge

Dismantling PVC or Asbestos rain water pipe of all diameter with fittings and clamps including the serviceable materials within 100 m lead as directed by the Engineer-in-charge

Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead

Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge

Core cutting in RCC up to and including 50 mm Dia

Providing, transporting, lowering & laying in position at site at required elevation on prepared foundation concrete beds ready made RCC hume pipe septic tanks of internal diameter as below. Manufactured by M/s.Indian Hume Pipe Company or approved equivalent quality/ product meeting technical parameters. constructing across shafts over the hume pipe of internal clear size 600mm x 600mm in brick masonry with cement mortar 1:6 raised upto groung level,plastering of all excess shafts with cement mortar 1:4, 20mm thick on inside, outside & all exposed surfaces, finished smooth including providing C.I. stepsweighing not less than 3.5 kgs. at 300mm c/c of the access shaft chamber, depth not exceeding 1000mm etc. complete including the cost of 1 no. of 75mm dia C.I. vent pipe about 3 Metre long embedded in a PCC bed 45mm x 45mm x 30mm & projecting 2 m above ground level & terminating with a C.I. cowl at top & providing & fixing 150mm dia. SWG tee as per drawing & specifications. 1.8 m dia of 2.5 m long 80 mm thick

Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates in respect of this items are applicable for NET Quantities arrived at after making deduction for voids @ 30% for Debris & @ 20% in respect of soil from corresponding TRUCK Measurement.

Debris

Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Technician having minimum SSC or Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute. (2)Deployment: The contractor shall deploy one Technician for each job for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out 3 Jobs per day for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) Person should be engage after scrutiny of BARC Engineers and approved by Competent authority.

Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder with 1 (one ) year experience/Diploma holder with 3 year experience /Licentiate in Civil/Construction Engineering / Technology conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) Period of work: The contractor shall carry out 1 (one)/2 (two) Jobs per month as per requirement at site for the period mentioned in NIT.(4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job.(5) Engineer should be engage after scrutiny of BARC Engineers and approved by Competent authority.

SUNIL CONSTRUCTION

ENTERPRISING ENTERPRISE LLP