KMC/WS/ARSM/30/2026-27

DISCONNECTION OF INLET AND OUT LET WATER PIPE CONNECTION, DISCONNECTION OF ELECTRICAL SUPPLY, DE-COUPLING THE VACUUM PUMP FROM ITS MOTOR, DE-BOLTING THE PUMP AND MOTOR FROM THE BASE PLATE AND SHIFTING TO THE WORKING FLOOR AS PER DIRECTION OF EIC.

DISMANTLING THE PUMP PART BY PART SUCH AS REMOVAL OF IMPELLER ASSEMBLY,PROTECTING BUSHES, BEARINGS, GLAND PACKING ETC FROM THE SHAFT, DISTANCE RING OF CONTROL DISC, STUFFING BOX JOINTS, CASING COVER JOINTS, AIR SUPPLY COCK, GASKET PACKING, DIAL VACUUM GAUGE, WATER PRESSURE GAUGE ETC COMPLETE AS PER DIRECTION OF EIC

CIEANING AND MACHINING THE IMPELLER ASSEMBLY, SHAFT, PROTECTING BUSHES, CHANGE OF BEARINGS, CHANGE OF STUFFING BOX, MACHIRTING AND OR REPAIRING OF CONTROL DISC ETC COMPLETE AS PER DIRECTION OF EIC.

SUPPLY AND FITTING FIXING OF BALL SUPPORT OF C.L. WITH REQUIRED SIZE TEFLON BALLS AS PER DIRECTION OF EIC

COMPLETE CHANGE OF IMPELLER ASSEMBLY WITH SHAFT INCLUDING SUPPLY ETC AS PER DIRECTION OF EIC.

COMPLETE CHECKING OF VACUUM RECEIVER WITH WATER INLET VALVE, WATER DRAIN VALVE, WATER LEVEL INDICATOR, AIR INLET VALVE ETC COMPLETE AS PER DIRECTION OF EIC.

ASSEMBLING THE VACUUM PUMP COMPLETE SET OF IMPELLER WITH SHAFT, BUSHES, BEARINGS, GLAND PACKING, GASKET PACKING, BALL SUPPORT WITH TEFLON BALLS ETC COMPLETE AND ASSEMBLING THE MOTOR AND THEREAFTER COUPLING AND BOLTING ON THE BASE PLATE, FITTING THE VACUUM GAUGE, WATER PRESSURE GAUGE, CONNECTION OF INLET & OUTLET WATER PIPES, AIR PIPES, PAINTING THE TOTAL UNIT ETC COMPLETE AS PER DIRECTION OF EIC.

COMMISSIONING THE VACUUM UNIT ON LOAD FOR SUITABLE PRIMING OF HT PUMP AS PER DIRECTION OF EIC.

PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS 1. SUPPLYING, FITTING AND FIXING G.I. PIPES OF TATA MAKE WITH ALL NECESSARY ACCESSORIES, SPECIALS VIZ. SOCKET, BEND, TEE, UNION, CROSS, ELBO, NIPPLE, LONGSCREW, REDUCING SOCKET, REDUCING TEE, SHORT PIECE ETC. FITTED WITH HOLDER BATS CLAMPS, INCLUDING CUTTING PIPES, MAKING THREADS, FITTING, FIXING ETC. COMPLETE IN ALL RESPECT INCLUDING COST OF ALL NECESSARY FITTINGS AS REQUIRED,JOINTING MATERIALS AND TWO COATS OF PAINTING WITH APPROVED PAINT IN ANY POSITION ABOVE GROUND. (PAYMENT WILL BE MADE ON THE CENTRE LINE MEASUREMENTS OF TOTAL PIPE LINE INCLUDING ALL SPECIALS. NO SEPARATE PAYMENT WILL BE MADE FOR ACCESORIES, SPECIALS. PAYMENT FOR PAINTING WILL BE MADE SEPERATELY) (A) FOR EXPOSED WORK (E) (II) 40 MM DIA. MEDIUM QUALITY

BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 1. M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m