Name of work Rejuvenation of rain water harvesting tank at Naldehra Golf Course P F P Machinery for lifting of rain water SH Balance work of rain water harvesting tank by providing water tank waterproofing Food Grade Foaming PU

Providing the surface to receive water proofing treatment by cleaning the surface with wire brushes to clean , smooth & dry the surface free of any loose practicles/ reinforcement bars/ debris etc. Providing & repairing all cracks wider than 1 mm, construction joints , wall to floor , and wall to wall joints need to be opened in to a V - groove and filled with a mixture of polymer modified repair mortar & mixed in a ratio 1:3 as per site requirement and complete in all respect i/c all leads & lifts and carriage of material at site as directed by the Engineer-in-charge., allowing a drying gap between successive coats. Providing & applying three coat of Crystalflex 2K Supe r stronng over the repaired surface as per site requirement and complete all respects including all lead and lifts and carriage of materials at site as direted by the Engineering -in- Charge. allowing a drawing gap between successive coats. Providing & applying one coat of acryflex 2K extra strong over the prepared surface as per site requirement & complete in all respects including all leads, lifts & carriage of materials at site as directed by the Engineer-in-Charge, allowing a drawing gap between successive coats. Before applying Acryflex 2K extra strong the substrate must be throughly pre-wetted to achieve a slightly (non shiny) humid surface. Remove Excess water of puddles. Providing & applying one coat of AB-POX -016 Epoxy primer coat the prepared surface and spring kling dry quartz sand (approximately 0.5 kg/Sqm.) as required per site and complete in all respect including all leads and lifts and carriage of materials of site as directed by the Engineer-in-Charge, allowing a drawing gap between successive coats. Providing and Applying to finel coats of AB-POX-466 WI as required per site and complete in all respect. including all leads & lifts and carriage of materials at site as directed by the Engineer-in-Charge allowing a drawing gap between successive coats.

Foaming PU Injection Grouting Per Packer.

P/F non return packers after drilling holes of 14 mm diameter at site a distance of 500 mm C/C in both horizontal & vertical directions. Providing & injecting single component PU plain injection , single component polyurethane plain injection grout injected with a machenically piston - driven pump with a maximum pressure of upm to 100 bar or as per the requirement 8''x30'' wall thickness)

Supply, errection , testing & commissioning of Centrifufugal Monoblock pump Havells make , Model CMQ20D-W Conforming to OHSAS 18001--iso-9001, ISO 14001 directly coupled Mono block type squrrel cage electrical induction motor for suitable for operation on 415 volt , 3 phase 50C.P.S.A. C supply with water lubricated bearing & rovided with pivoted segment type thrust bearing to with stand non vertical lead with minimum wear and tear and duly fitted with device to take up to the expension of water with heating of motor complete in all respect i/c entire carriage of material up to all leads& lifts. ( 3.HP)

Manufacturing & fixing GMS tube bend for common header of required degree as per site requirement made out of parent pipe GMS pipe 25 mm dia i/c cutting welding of GMS pipe complete in all respect as per the direction of Engineer-in-charge. ( I/C 2 Nos gatevalve 25 mm dia + 1 no Non return valve + other fitting) complete.

Prov. and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone agg.20mm nominal size) and curing complete excluding cost of form work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth.

Providing Laying and jointing in trenches galvanised mild steel tube (Medium grade) of following diameters conforming to IS-1239 as specified below jointed with butt welding according to relevant BIS code 816-1969 including all short pieces bends,tee and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should conform to BIS code 5822-1970 within all leads and lifts complete in all respect.

150 mm dia.