Repair and Refurbishment Skylight Glass Dome of DAE Convention Centre and HBNI, Anushaktinagar, Mumbai-400094.

Amount

REMOVING DETERIORATED/DAMAGED SEALANT FROM GLASS JOINT scrapping and preparing the surface smooth with the required tools & mechins including necessary repairs to scratches etc. complete all as directed by Engineer-in-Charge.

REMOVING OF DETERIORATED/DAMAGED PU PAINT from structural steel surface by scrapping, mechanical buffing with dust collection arrangement or sand papering for preparing the surface smooth with the required tools & mechins including necessary repairs to scratches etc. complete all as directed by Engineer-in-Charge.

WATER JET CLEANING OF GLASS DOME WITH REQUIRED PRESSURIZED WATER JET generated with the help of portable pressure jet developing machine / pump & supplying required suitable power cable of sufficient length supplied by the contractor. Power supply for the cleaning will be as per Schedule-A and as available at site.

Providing and erecting TUBULAR SCAFFOLDING inside the hall using H frames and MS Pipes, working platform, access ladders for safe working upto ceiling height as applicable for repairing the skylight/dome area only. Rate to include all consumables, equipments, labours, single layer safety net, erection, dismantling and removal of the same after the work of repair completed. Scaffolding for Maximum Height 20.00m. Notes: (1) Measurement shall be plan area of ceiling area covered. (2) For all items under this work order which requires scaffolding will be measured and paid only once, irrespective of duration of scaffolding for the entire work and will nor be seperately paid for each item. (3) Scaffolding shall be removed only after completion of all works. (4) The scaffolding once provided shall be removed after entire work neatly completed in all respects and payment shall be made after completion of all works and measurement will be taken only once. (5) Necessary aluminium / MS ladder / staircase module shall be provided at the cost of the contractor, upto the full height of scaffolding at required location around the building to enable department Engineer / Supervisor to closely supervise the repair work at heights. The cost of the same shall bedeemed to be included in the quoted rate. (6) Contractor has to make arrangement at his own expenses for temporary sealing of windows/openings with plywood, tp avoid breaking of windows panes and covering outdoor ac units during the progress of work. (7) Wherever scaffolding has to be erected over existing lawns/terrace/ flowerbeds, then all such locations shall be completely covered with tarpaulins before erecting scaffolding. (8) Safety nets andnylon screens shall be provided for full height of scaffolding to prevent failing of debris and the cost of the same shall be deemed to be included in the quoted rate. (9) Scaffolding shall be erected as per the provisions of IS 3697 (10) All safety precautions and measures shall be taken as per BARC Construction Safety Manual.

Providing and fixing DOUBLE TUBULAR SCAFFOLDING SYSTEM for other works using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.

Providing & fixing CONSTRUCTION SAFETY NET OF HDPE green braided knotted net of 5mm thickness with mesh size of 75mmx75mm square, with inner lay mesh of Delux Mono Knitted net border & Tie cord rope shall be of 10mm Polypropylene (PP) rope. The safety net to be made as per the size required at site. The cost includes all the materials, labour, ropes required for tieing / fixing at site complete as directed by Eingineer-in-Charge. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. KWALITY NETS MFG COMPANY or equivalent make

Providing, Supplying, Placing and Tieing / Fixing POLYPROPYLENE (PP) ROPE OF 12MM DIA. Confirming IS:5175 PP rope to be placed as intermediate horizontal supports and from roof beams. The cost includes material cost, tieingthe ends with proper material & metho, labour charges etc. complete aa as per directed by Engineer-in-Charge.

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 150 mm Long

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. The Structural Steel should be as per IS : 808 or relevent IS Code as applicable as per the technical specifications for civil & PH works already published in BARC website. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same confirming to IS:2062. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 4) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers Note: Tentative/Suggested Make of welding electrode for guidance of bidder(s) : M/s. Advani Oerlicon / ESAB India & D& H or approved equivalent make

Providing STRUCTURAL STEEL WORK using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge up to and including 300 mm Joists, 350 mm channels, and below sections using materials. The Structural Steel should be as per IS : 808 or relevent IS Code as applicable as per the technical specifications for civil & PH works already published in BARC website. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same confirming to IS:2062. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 4) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers Note: Tentative/Suggested Make of welding electrode for guidance of bidder(s) : M/s. Advani Oerlicon / ESAB India & D& H or approved equivalent make

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.. The Structural Steel should be as per IS : 808 or relevent IS Code as applicable as per the technical specifications for civil & PH works already published in BARC website. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same confirming to IS:2062. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 4) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers Note: Tentative/Suggested Make of welding electrode for guidance of bidder(s) : M/s. Advani Oerlicon / ESAB India & D& H or approved equivalent make

Filling the groves of expansion joint horizonta/vertical tightly with POLYURETHANE BACKER ROD/SHEET as required upto a height of 20m including material, scaffolding, etc all complete as directed by the Engineer-in-Charge.

Providing & Laying POLYURETHANE ELASTOMERIC SEALANT FOR DOUBLE GLASS JOINT of elastic, single component, moisture curing, non-sag, gun grade hybrid type which is designed to seal construction & automotive joints that are subjected to movement. POLYURETHANE ELASTOMERIC SEALANT has a very good adhesion to all Construction & Industrial Material and can be applied to joints between 5mm to 10mm wide gap & 25mm deep. Design Joints which are expected to experience continuous cyclic movement should be designed such that the sealant is applied to an optimum width to depth ratio of 2:1 subject to the coverriding recommended minimum sealant depths of (i)5mm for accurately formed, non-porous surfaces such as glass and metal, (ii)10mm for precast concrete, brick and other porous surfaces etc. The sealing slot should be formed by using a backer rod which supports the sealant during application and provides a bondbreaker at the base of the slot to allow movement to accommodate over the full length with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge. CONSIDERED GAP OF 25MM WIDTH X 25MM DEPTH. Notes : 1. Tentative / suggested make for guidance of bidder(s): M/s. ESSRBOND MAKE POLYURETHANE ELASTOMERIC SEALANT (PU-40 / PU-45)or equivalent make. 2. 5 Years Warranty of the work will be in the form of Tri-Party Agreement to be submitted by the contractor.

Providing & fixing HIGH POLYMER BUTYL RUBBER (WATERPROOF TAPE) of 100mm width of approved make having Density 1.4g/CuM +/- 0.5g/1mm thickness, Application Temperature 0 Deg C to 40 Deg C, Fire Rating E ( EN 11925-2; EN 13501-1), Service Temperature -30 Deg C to +90 Deg C, Tensile Strength Longitudinally:> 150N/50mm(EN12311-1), Transversally:> 150N/50mm (EN12311-1), Elongation at Break > 20% ( EN 12311-1), Peel adhesion @ 90 degree > 70N (ASTMD 1000) etc. complete as per the architectural drawings and directions of the Engineer-in-Charge. Note : Tentative / suggested make for guidance of bidder(s): M/s. MAXTOP or equivalent make.

Providing and fixing following type of approved quality DOUBLE LAYERED CLEAR FLOAT GLASS PANES for dome/windows/ventilators/partitions/shutters and fixing with Aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing, to ensure water and air tightness and neoprene cushions / gasket accommadated in grooves, necessary bronze anodised screws etc., all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note : Quoted rate shall hold good for plain/covered/any other geometric shapes & sizes of all glass panels for windows, door cum windows, wall span etc.,at all leads,levels,lifts and floors. No seperate measurement/payment shall be made for the same. With 40mm thick (10mm thick clear annealed glass inside+20mm air gap+10mm thick clear toughened glass out side) hermatically sealed double insulating glass all as per manufacturer's specification. Note : Tentative / suggested make for guidance of bidder(s): M/s. Modiguard or M/s. Saint Gobain or equivalent make.

Providing and fixing following type of approved quality DOUBLE LAYERED CLEAR FLOAT GLASS PANES for windows/ventilators/partitions/shutters and fixing with Aluminium frame work including fixing aluminium channel beading (to be paid under relevent item)and providing and fixing with 2 way EPDM gasketing, to ensure water and air tightness and neoprene cushions / gasket accommadated in grooves, necessary bronze anodised screws etc., all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note : Quoted rate shall hold good for plain/covered/any other geometric shapes & sizes of all glass panels for windows, door cum windows, wall span etc.,at all leads,levels,lifts and floors. No seperate measurement/payment shall be made for the same. With 24mm thick (6mm thick clear annealed glass inside+12mm air gap+6mm thick clear toughened glass out side) hermatically sealed double insulating glass all as per manufacturer's specification. Note : Tentative / suggested make for guidance of bidder(s): M/s. Modiguard, Saintgobain or equivalent make.

Providing and fixing WATERPROOF COOLING FILM on external surface of Double Layered Clear Float Glass Panes of Domes complete as per the architectural drawings and directions of the Engineer-in-Charge.

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

Designing, providing and fixing of 4 mm thick approved make and shade ALUMINIUM COMPOSITE METAL PANEL of approved make cladding at different locations including soffits of over-hangs and including aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification. Note: ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.

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 Tinted Colour Glass panes of 5.00 mm thickness

Providing, Supplying & Fixing G.I. SQUARE MESH OF 3MM THICK & LESS THAN 1 SQ.INCH APERTURE FITTED ON MS FRAME including cost of welding and fabricating into required sizes etc. Complete as directed by the Engineer-in-Charge. MS Frame work will be paid under relevent Item.

Providing and painting walls with (Two coats) of approved shade of protective, ELASTOMERIC WATER PROOF EXTERIOR GRADE PAINT of approved make of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manufacturer's specifications including preparation of the surfaces by scrapping / wire brush, scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and two or more coats to achieve min. dry film thickness of finishing coat without water etc. as directed by Engineer-in-charge. Note: Tentative/Suggested Make for guidance of bidder(s) : high build or approved equivalent make

Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU coating as finishing coat over a priming coat of primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, 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 overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces Note: Tentative/Suggested Make for guidance of bidder(s) : EPILUX-13 High Build or approved equivalent make

Providing, painting,finishing walls with two coats of ANTI-ALGAE, WEATHER PROOF ACRYLIC SMOOTH EMULUSION PAINT of approved make with silicon additives on sand face plaster/ plain plaster & concrete surfaes of required shade over new work over a base coat of exterior cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.

Providing, applying one coat of PRIMER WITH READY MIXED RED OXIDE PRIMER of approved brand and manufacturer on steel works 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 without primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and laying in position CEMENT CONCRETE OF 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.

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 etc. complete all as per specifications and drawings or as directed by Engineer-in-charge.

Providing & applying 2 COATS OF ACRYLIC, CEMENTITIOUS, POLYMER MODIFIED FLEXIBLE EMULSION BASED WATERPROOFING & PROTECTIVE CEMENT COATING having technical properties i.e. Maximum Elongation 50%, Pot life 40minutes, Water Permiability @ 5bar, Adhesive strength 1N/SqMM for Internal faces of brickwork / concrete surfaces including river sand spray over the coated surface or preparation of the surface for plastering, curing, finishing etc. complete as per specifications (i) Mixing 1kg of above material with 1 kg Cement (1:1) and make a consistent pest/mixture, (ii) Clean the old surface dust free and apply 1st coat, (iii) Wait for 6-8 hrs, (iv) Apply 2nd coat at 90 degree direction of 1st coat etc. Coverage @ 1.65 to 1.7 SqM/Kg of above material etc. complete as directed by the Engineer-in-charge. Note : 1. Tentative / suggested make for guidance of bidder(s): M/s. DR FIXIT PIDIFIN-2K or equivalent make. 2. 5 Years Warranty of the work will be in the form of Tri-Party Agreement to be submitted by the contractor.

Providing & applying 12mm THICK READY MIX INTERNAL WATERPROOF PLASTERING for Internal/External faces of brickwork / concrete surfaces including preparation of the surface, curing, finishing etc. complete as per specifications (i) Clean the loos particle, dust, oil, grease etc. properly from the surcafe, (ii) Mix required quantity of Waterproof Plaster with 2.8 to 3.2 litres of water to get desired consistency, (iii) Mix with low speed spiral mixer to get lumps free paste, (iv) Apply on surface with trowel, Coverage @ 0.92 to 1.10 SqM/20Kg to get even surface etc. complete as directed by the Engineer-in-charge. Note : 1. Tentative / suggested make for guidance of bidder(s): M/s. ACC LEAKBLOCK CEMENT COAT LB-101 or equivalent make. 2. 5 Years Warranty of the work will be in the form of Tri-Party Agreement to be submitted by the contractor.

Providing & Applying SEAMLESS ACRYLIC BASED CHEMICAL WATERPROOFING SYSTEM with minimum 1 mm DFT (Dry Film Thickness) including surface preparation as per general notes, primer coat, reinforcing membrane (minimum 45 GSM) and multiple layers of chemical coat (2 to 3 coats as per manufacture specification), removing the existing damaged water proofing treatment, if any, all complete as per the manufacturers specifications and as directed by Engineer-in-Charge. The following technical specifications or standard to satisfy the site requirements. Chemical properties: (i) Physical/chemical parameters such as specific gravity, solid contents, Tensile strength, viscosity etc. shall be tested as per relevant test method of IS/ASTM/DIN and shall conform to the approved manufactures product and specification. (ii) Elogation: 100% minimum (iii) UV Resistant: Continuous 500 hrs (min) as per ASTM D4587. Over terrace slab, top of water tank and parapet etc. at all levels. Note : Tentative / suggested make for guidance of bidder(s) : M/s. Asian Paints - Smartcare Damp Proof of or equivalent make.

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 20mm 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) 1.00 Lit 609.00 671.005) If thickness of repair exceeds 20mm, after every 20mm 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 separately under relevant item.

Providing SFMC MICRO CONCRETE for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge.

Using 100% SFMC

Using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment)

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 Civil Engineer with 2 (Two) years experience or Diploma holder with 5 (Five) years 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 Engineer 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 number of 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 engaged after scrutiny by EIC of CSS, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,915/- per day of shortfall in notice period will be levied on the contractor.

Carrying out Civil Engineering works like surveying & leveling, checking of form work 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. Notes : (1) Each Job shall be carried out by one qualified Technician having minimum SSC with Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of not less than one year duration from ITI/Government Recognised Vocational Training Institute or experienced Technician retired from Government service. (2) Deployment: The contractor shall deploy one Technician for each job as Single Day work 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 Technician 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 number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis per day. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) The Technician should be engaged after scrutiny by EIC of CSS, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ EIC. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1,206/- per day of shortfall in notice period will be levied on the contractor.

CARRYING OUT MANUAL MISC. PLUMBING / CIVIL / SEWERE CLEANING / CARPENTRY / MASONRY WORKS JOBS like minor repairs, fixing fitting and fixtures etc. as and when required and as directed by the Engineer-in-charge.

SEMI-SKILLED PLUMBING / CIVIL / CARPENTRY / MASONRY JOB / WORKS with valid Police Verification Certificate for entire contract period.

Lead charges for Lead of debris beyond 4 KM but upto & including 30 KM outside BARC / Anushaktinagar colony area by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates in respect of this item are applicable for NET Quantities arrived at after making deduction for voids @ 30% in respect of debris from corresponding STACK/TRUCK Measurement. Note: Finding authorised ground for disposing debries, trasporting of debries at disposal ground, disposing, stacking, leveling & statutery charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum one Track Load.

Meena Enterprises (BID ID -3209880)