CONSTRUCTION WORK OF DRAIN CROSS IN THE STREET OF SHEETLA MATA TEMHLE WARD NO. 26 KANGALPURA

1:3:6 OR RICHER MIX- DEMOLISHING CEMENT CONCRETE MANUALLY/BY MECHANICAL MEANS INCLUDING DISPOSAL OF MATERIAL WITHIN 50 METERS LEAD AS PER DIRECTION OF ENGINEER- IN-CHARGE.

exvation work with OSKM Extra lead

CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE- PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UP TO PLINTH LEVEL.

CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE- PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UP TO PLINTH LEVEL.

WALLS (ANY THICKNESS) INCLUDING ATTACHED PILASTERS, BUTTERESSES, PLINTH AND STRING COURSES ETC"-”CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCHING ETC. COMPLETE FOR AND REMOVAL OF FORM WORK BY SHEET PLATE OR PLY WOOD SHUTTERING FOR :"

CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.

HOT ROLLED DEFORMED BARS-"REINFORCEMENT FOR R.C.C. WORK INCLUDING STRAIGHTENING, CUTTING, BENDING, PLACING IN POSITION AND BINDING U PTO FLOOR LEVEL INCLUDING COST OF BINDING WIRE, WASTAGE AND OVER LAPS UPTO 12MM HORIZONTAL/ INCLINED POSITION OF REINFORCEMENT BARS IN SLAB AND BEAMS, PLINTH, CHAJJAS, LINTELS, UPTO 4.5M VERTICAL LENGTH OF REINFORCEMENT IN WALL COLUMNS (OVER LAPS SHALL BE PROVIDED AS PER REQUIREMENT OF IS : 13920; IS 456 & SP : 34) ETC. COMPLETE.”

RED SAND STONE-”40 MM THICK MACHINE RUBBED STONE FLOORING OVER 20 MM (AVERAGE) THICK BASE OF CEMENT MORTAR 1:5 (1 CEMENT :5 COARSE S AND) WITH JOINTS 3MM THICK, SIDE BUTTERED WITH CEMENT MORTAR 1:2 (1 CEMENT : 2 SAND) ADMIXED WITH PIGMENT TO MATCH THE SHADE OF STON E AND POINTING WITH SAME MORTAR."

IN GRATINGS, FRAMES, GUARD BAR, LADDER, RAILINGS, BRACKETS, GATES AND SIMILAR WORKS."-"PROVIDING AND FIXING M.S. TUBULAR FRAMES FOR DOORS, WINDOWS, VENTILATORS AND CUPBOARD WITH ANY SECTION MADE OF 1.60MM OR 1.25MM THICK M.S. SHEET, JOINTS MITRED AND WELDED AND G RINDED FINISH WITH PROFILES REQUIRED SIZE WITH 15X3MM LUGS 10CM LONG EMBEDDED IN CEMENT CONCRETE M-10 (NOMINAL MIX WITH 20MM MAXIMUM SIZE OF STONE AGGREGATE) BLOCKS 15X10X10CM OR WITH WOODEN PLUGS AND SCREWS OR RAWL PLUGS AND SCREWS OR WITH FIXING CLIPS OR WITH BO LTS AND NUTS AS REQUIRED INCLUDING FIXING OF NECESSARY BUTT HINGES AND SCREWS AND APPLYING A PRIMING COAT OF APPROVED STEEL PRIMERS. 1. STEEL WORK WELDED IN BUILT UP SECTIONS/ FRAMED WORK INCLUDING CUTTING, HOISTING, FIXING IN POSITION AND APPLYING A PRIMING COAT OF APPROVED STEEL PRIMER USING STRUCTURAL STEEL ETC. AS REQUIRED."