Provision of impervious stratum treatment and miscellaneous works at Centre for Design and Manufacture and other structures at North Site BARC, Trombay, Mumbai

Amount

Removing bitumen based waterproofing treatment from terrace chajjas, parapets etc, and disposal within 50m. Note : (1) All surfaces shall be made free from gross irregularities, loose, unsound or foreign material such as dirt,water, grease, oil, release agents, lacquers, or any other condition that would be detrimental to adhesion of the primer and membrane. This requires careful preparation of existing horizontal and vertical substrates; cracks are filled, expansion joints,flashings(if any) are prepared. Substrates and penetrations shall be prepared to rigorous industry standards, and may require scarifying, sandblasting or grinding in some cases to achieve a suitable substrate and the cost of the above work shall be deemed to be included in the quoted rate. (2) Removal of any other membrane type waterproofing will also be measured and paid under this item.

Providing Second Skin on the terrace using Polyester - Resin based waterproofing system with special non woven polyester fleece minimum 165 gsm as a reinforcement for arresting Water Penetration in the Building as described below:- Providing and applying (Pre Measured Packed) 2 components solvent free, highly penetrative, excellent adhesion property nearly to all substrates, Epoxy Based Primer on the clean and grinded surface. The substrate must be dry (in concrete, the residual moisture in the upper 2 cm must be < 5 %), sound and free from any material that would hinder adhesion. Mix component A (Blue component) into component B ( Yellowish component) thoroughly in propotion 1 : 0.43 by weight with the help stirring stick. The mixture should be a uniform colour, free from streaks. Apply the primer evenly with roller and immediately lightly sprinkle silica sand (0.4 – 0.8mm) at the rate of Minimum 100 grams/SqM over the wet primer, including cost of all materials, labour, machinery, tools & tackles and consumables all complete as per specifications and as directed by the Engineer-in-charge. The primer should be completely dry for further application of liquid applied polyester resin based membrane. The Consumption depending on the nature and condition of the substrate for priming ~ 300 – 500 gm/SqM including cost of material, labour, tools & plants etc. complete. Providing and Applying (Pre Measured Pack) 3 components cold liquid applied waterproofing system based on Unsaturated Polyester Resin and special needle punched non woven, system compatible polyester fleece of minimum 165 GSM as reinforcement. The cold liquid applied reinforced system is highly crack bridging, UV stable, immediate rain proof. Add Catalyst powder to Polyester resin and mix thoroughly if atmospheric temp exceeds 25 Deg c then add inhibitor and mix thoroughly until no streaks and of uniform are visible. Applying Approx. 2/3 of the waterproofing mix material to the substrate uniformly and Fleece is rolled with roller, removing air bubbles and allowing overlap of 5cm. The remaining 1/3 of the waterproofing mix material is poured onto the surface until complete saturation is achieved. The total system of waterproofing for material and components shall be from single manufacturer. The system is totally wet on wet and no time lag should be kept during the total laying of the system. The minimum consumption of the material shall depend on the nature and condition of the substrate @ 2.6 – 3.3 Kg/SqM. The rate shall including cost of material, labour, tools & plants etc. complete. The tensile strength of the complete system/ membrane shall be minimum 6.25 N/Sqmm and Elongation with fleece reinforcement shall be minimum 74 % . The Tear Resistance of the membrane shall be minimum 32 N/mm and adhesive strength shall be minimum 2.5 N/Sqmm etc. Note : (1) It is deemed that the Contractor has visited the site and has fully understood the site conditions.The Contractor shall provide 10 years Performance guarantee for the complete waterproofing work. (2)The above work shall comply with complete waterproofing system of Single Manufacturer meeting all the technical specifications as per relevant codes and standards and complete material components as per manufacturers specifications shall be used in the work.The quoted rate shall be deemed to include the cost of complete system specified by the Single Manufacturer meeting all the technical specifications as per relevant codes and standards irrespective of whether the same is not explicitly mentioned in the item description. (3) The work will also include sealing of all pipe inserts/embedded plates,protrusions,flashings with the above Waterproofing system and the cost of the same shall be deemed to be included in the quoted rate. (4)The quoted rate shall include the cost of repairing the unsound portions/cracks with polmer modified mortar/concrete wherever necessary and the cost of the same shall be deemed to be included in the quoted rate. (5) Tentative/suggested model & make for the guidance of bidder(s): Kemperol V210 system of M/s Kemper System (India) Pvt. Ltd. or approved equivalent. (6) Mode of Measurement: Net area which is covered by the complete system shall be measured for payment.

Providing Second Skin on the Vertical Wall with Highly Flexible, Solvent - Free, Single - Component Polyurethane based Waterproofing Coating having very good SRI Index / UV Stable system for arresting Water Penetration in the Building. Providing and applying (Pre Measured Packed) silver grey coloured 2 components solvent free, odourless, excellent adhesion property Epoxy-based Primer on the clean and grinded surface. The substrate can be slightly moist (in concrete, the moisture must be < 5 %), sound and free from any material that would hinder adhesion. Mix component A into component B in ratio 6:1 by weight thoroughly with stirring stick. The mixture should be a uniform colour, free from streaks. Apply the primer evenly with roller. The primer should be completely dry for further application of liquid applied polyurethane based membrane. The Consumption depending on the nature and condition of the substrate for priming ~ 250 – 400 gm/sqm. The rate shall including cost of material, labour, tools & plants etc. complete.Providing and Applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system. The cold liquid applied coating is UV stable, Solvent free system. Stir the material before use. Over the prime substrate applying 2 coats of waterproofing mix material with help of roller and brush. Each coat should apply after the interval of atleast 12 Hrs. The total system of waterproofing for material and components shall be from single manufacturer. The Total Consumption of cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system depending on the nature, porosity and condition of the substrate ~ 0.7 – 0.9 kg/sqm excluding primer. The rate shall including cost of material, labour, tools & plants etc. complete. Note : (1) It is deemed that the Contractor has visited the site and has fully understood the site conditions.The Contractor shall provide 5 years Performance guarantee for the complete waterproofing work. (2)The above work shall comply with complete waterproofing system of Single Manufacturer meeting all the technical specifications as per relevant codes and standards and complete material components as per manufacturers specifications shall be used in the work.The quoted rate shall be deemed to include the cost of complete system specified by the Single Manufacturer meeting all the technical specifications as per relevant codes and standards irrespective of whether the same is not explicitly mentioned in the item decription. (3) The work will also include sealing of all pipe inserts/embedded plates,protrusions,flashings with the above Waterproofing system and the cost of the same shall be deemed to be included in the quoted rate. (4)The quoted rate shall include the cost of repairing the unsound portions/cracks with polmer modified mortar/plaster/concrete wherever necessary and the cost of the same shall be deemed to be included in the quoted rate. 4. Tentative/suggested model & make for the guidance of bidder (s): Kemco pox 2k primer and Kemperol 1k system of M/s Kemper System(India)Pvt. Ltd. or approved equivalent. 5. Mode of Measurement: Net area which is covered by the complete system shall be measured for payment.

Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead

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 Quartz 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 : (1) Scaffolding will be paid separately under relevant item. (2) This item shall be executed as per the directions of the Engineer-in charge and measurements for any polymer repair work covered/ required under Item No 2 & 3 will not be carried out under this item and whereas the same shall be deemed to be included in the quoted rates of Item No. 2 & 3 above.

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. Note : This item shall be executed as per the directions of the Engineer-in charge and measurements for any polymer repair work covered/required under Item No 2 & 3 will not be carried out under this item and whereas the same shall be deemed to be included in the quoted rates of Item No. 2 & 3 above

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. Note :This item shall be executed as per the directions of the Engineer-in charge and measurements for any polymer repair work covered/required under Item No 2,3 & 5 will not be carried out under this item and whereas the same shall be deemed to be included in the quoted rates of Item No. 2 ,3 & 5 above.

Extra for Plastering exterior walls of height more than 10 m from ground level (Plastering works above 10 metres height from Ground level alone will be measured in this item).

Providing and Laying cement concrete 1:2:4 in super structure (1 cement, 2 crushed sand, 4 brick aggregates 20 mm to 40 mm) for filling sunken floors of toilet bath & kitchen admixed with proprietary water proofing compound as per manufacturer's specifications and approved by Engineer-in-charge including scaffolding, consolidation, finishing curing etc.

Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Debris Beyond 2 Km but up to and including 3 km. Note: The rate is applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement

Providing and fixing double tubular scaffolding system 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. Note: (1) The elevational area of the scaffolding shall be measured for payment purposes. (2) For all items under this work order which require scaffolding, the Scaffolding will be measured and paid only once, irrespective of duration of scaffolding for the entire work and shall not 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 the entire work is 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/ M.S. ladder/staircase module shall be provided at the cost of the contractor, upto the full height of scaffolding at required locations around the building to enable department Engineer/Supervisor to closely supervise the repair work at heights.The cost of the same shall be deemed 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, to 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 or flowerbeds, then all such locations shall be completely covered with tarpaulins before erecting scaffolding. (8) Safety nets and nylon screens shall be provided for full height of scaffolding to prevent falling 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.

Supplying man power alongwith necessary pans, spades, brooms, shoval, pickaxe, punjas, ropes, small specials spade, rain coats, safety shoes etc., minimum two number of labour per day upto maximum any number of labours and when decided by Engineer-in-charge to work for eight hours per day or monsoon peiod to carry out the cleaning of chocked drain gratings grills / hume pipes/chamber/Gully traps, footpath by removing the dry leaves silt etc., and also carry out seasonable departmental work/ miscellaneous works allotted by Engineer-in- charge from time to time.

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 2 (two ) year experience or Diploma holder with 5 (five) 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 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 directed by Engineer-In-Charge. (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 by EIC of CED,BARC and approved by Competent authority and the deployed engineer will report to BARC Engineer/EIC. (6) The minimum notice period before the change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1693/- per day shoftfall in notice period will be levied on the contractor.

Carrying out Data Entry operations and assisting departmental Officer / Engineers, preparation of monthly and quarterly statements, dispatching and delivering documents/file movement and maintaining registers and documents, checking/preparation of agreements etc. as instructed by Engineer-In-charge. Notes : (1) Qualification: Each job shall be carried out by one data entry operator having minimum HSC pass (12th Standard) with complete knowedge of computer (like MS office etc.) and should also be well conversant in English and Hindi language. (2) Deployment : The contractor shall deploy one Data entry operator 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) shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. (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. A single job shall be carried out by deploying one Data entry operator exclusively for the particular job. (5) The Data entry operator should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Data entry operator will report to BARC Engineer/ EIC. (6) The minimum notice period before change of Data entry operator is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,151/- per day of shortfall in notice period will be levied on the contractor.

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) Notes : 1) The rates for aluminium is inclusive of all fastners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S. rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.

Extra over for Item No. 15 for colour anodizing.

AECS ENGINEERING & GEOTECHNICAL SERVICES PVT. LTD. (BID ID -3147194)