KMC/IGWTP/065/26-27, DT-09/09/2026

GEAR MOTOR-GEAR BOX MAKE-PREMIUM STEPHEN)IN TECHNICAL COLLABORATION WITH STEPHEN GERMANY)VERTICAL FLANGE MOUNTED TYPE INLINE HELICAL GEARED MOTOR,MODEL MIVE-203/27.74/250-28 GEAR RATIO-27.74:1 MOTOR-MAKE CROPMTON GRAVES WITH 2.2 KW/3 HP AC 3PH,4 POLE,415 V,50 HZ ,RPM-51.20,MIVE 203,

MANUFACTUREING & SUPPLY OF COUPLING MADE OF SS-316, OD-200MM,ID-45 MM, KEY SIZE-12X12X6 MM. FLANGE THICKNESS 89- WITH NECCESSARY MACHINING & DRILLING AS PER DRAWING & DIMENSION OF AGITATOR SHAFT AS PER DIRECTION OF EIC

MANUFACTUREING & SUPPLY OF TEFLON BUSH, OD-80 MM, HEIGHT-80MM,ID-60 MM AND CORE IS TEFLON OD-80 MM, HEIGHT-95 MM, HOLE-40 MM

MANUFACTUREING, SUPPLY & FITTING & FIXING OF THE STAINLESS STEEL SHAFT SS-316 SCHEDULE- HOLLOW PIPE NE-40 MM AND 4 MT LONG SOLIDE STUB END HAVING NB-45 MM AND HEIGHT -250 MM WELDED ON BOTH END OF HOLLOW SHAFT

MANUFACTUREING, SUPPLY & FIXING OF THE STAINLESS STEEL BLADE SS-316 WITH 8MM X 550 MM LONG BRACKET 100 X270 X8 MM THICK

DISMANTLING THE EXSTING VERTICAL FLANGE MOUNTING HEAVY DUTY INLINE HELICAL GEAR BOX MOTOR THE COMPONT OF THE FABRICATED PLANTFORM STAINLESS STEEL AGITATOR PEDAL ASSEMBLY ETC OF ALUM VAT ONE CAUTIOUSLY AS THE DIRECTION OF EIC

MANUFATURING SUPPLY WITH FITTING & FIXING OF PUMBER BLOCK HAVING NECESSARY PARTEEN,MACHINING,DRILLING AND HEAT TREATMENT OF THE PLANT,IGWTP.

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. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m (3rd Corrigenda & addenda dated 04.06.2018)

BUILDING WORKS ( C ) Brickworks,Concrete Works etc?33..Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per

BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 7. Supplying, fitting, fixing bolts with nuts, washer (ii) 20 to 25 mm dia bolt: (a) Length up to 75 mm dia: (3rd Corrigenda & addenda dated 04.06.2018)