KMC/EEC/VIII/84/01/26-27/R/2ND

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 2. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof. (a) upto 150 mm. thick

Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.

BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018)

BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Raising manhole cover and frame with CBW (1:4), 250mm thick up to 100mm high with 20mm thick sand and cement plaster including finishing with neat cement after cutting the asphaltum pavement and taking out and re-fixing the existing manhole cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils.

Raising gully pit cover and frame with CBW (1:4), 250 mm thick up to 100mm high with 20mm thick sand and cement plaster with neat cement after dismantiling the existing setting and taking out and refixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils.

Supplying, fitting and fixing in position reinforced cement polymer concrete manhole / gully pit cover with matching frame as per I.S. 12592 (M.D.) i) 15 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover : 565 mm. X 410 mm. X 90 mm. Frame : 715 mm. X 565 mm. X 185 mm. Weight : 140 Kg. (approx.)

SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)

SUPPLYING READY MIXED CONCRETE OF M 20 GRADE WITH WELL GRADED STONE CHIPS OF 20 MM NOMINAL SIZE CONTAINING DESIGNED QUANTITY OF CEMENT PER CU.M OF WET CONCRETE PRODUCED IN COMPUTERISED BATCHING PLANT UNDER CONTROLLED CONDITION USING APPROVED SUPER PLASTISIZER, DESIGNING CONCRETE MIX FOLLOWING I.S. 10262 AND I.S. 456,TRANSPORTING THE MIX WITH AGITATION IN TRANSIT MIXER TO WORK SITE DEPOSITING THE MIX ON A PLATFORM ERECTED FORTHE PURPOSE AT REQUIRED LEVELS OF CONCRETING AND THEN PLACING THE MIX IN ITS FINAL LOCATION OF FORM WORK, COMPACTING AND CURING THE SAME COMPLETE AS PER SPECIFICATION & DIRECTION OF THE ENGINEER-IN-CHARGE INCLUDING COMPUTERISED BATCHING PLANT TRANSIT MIXER WITH ALL ACCESSORIES VIBRATORS ETC. INCLUSIVE OF ALL OTHER INCIDENTAL CHARGES IN THIS CONNECTION COMPLETE BUT EXCLUDING COST OF HIRE CHARGE OF CONCRETE PUMP [NOTE: 1. LIFTING CHARGE FOR ITEMS OF 12 TO 21 OF SUBHEAD B WITHOUT APPROVED CONCRETE PUMP AS PER ITEM 23 OF SUBHEAD B. 2. LIFTING CHARGE FOR ITEMS OF 12 TO 21 OF SUBHEAD B WITH APPROVED CONCRETE PUMP @ RS 20/- PER CU.M PER FLOOR.] FOR FOUNDATION AND GROUND FLOOR.

CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF MACHINERIES 8.29Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm arrangement including all necessary equipments and operating staff, carriage, fuel, Tools and plants all complete for cutting Road / hard crust cutting with pneumatic hammer at desired point in water supply works as per direction of EIC . a) With Pneumatic hammers For minimum engagement of 8 hrs. In a day