SPL REPAIR TO FENCING AND BOUNDRY WALL OF DILKUSHA QUARTERS FOR OFFICERS AND ALLIED WORKS UNDER GE (WEST) LUCKNOW.

Dismantling posts or struts(wood ,steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground all as specified and directed.

Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wdn posts complete etc all as specified and as directed.

M & L for Modular brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 Incl Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles. all as specified and directed.

Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil complete all as specified and directed.

M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete complete all as specified and directed.

S & F OF PRECAST I SHAPED COLUMN OF SIZE 2400MM X 200MM X 200MM PREPAINTED AND COLUR IS AS PER ENGINEER-IN-CHARGE,HAVING FLANGE THICKNESS OF 60 MM AND WEB THICKNESS 80 MM WILL PLACE ON PCC BASE SIZE 750MM X 750MM X 100MM ,GROUTED INTO PIT SIZE 600MM X 600MM X 900MM. USING SHUTTERING WITH CONCRETE RATIO 1:3:6, HAVING A CAP FIXED AT TOP OF THE COLUMN, HAVING 4 MM THICK HIGH TENSILE TENDOM STEEL 10 NOS IN EACH COLUMN WHICH IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M40 GRADE, CURED UNDER CONTROLLED FACTORY CONDITIONS, ALL MANUFACTURING PROCESS MUST COMPLY WITH INDIAN STANDARDS. THE CURING PROCESS MUST BE MAINTAINED USING RO WATER AND CHILLER PLANTS FOR QUALITY ASSURANCE. THE FORMWORK USED FOR CASTING SHOULD BE MADE OF AUTOMOBILE-GRADE, WATER-TIGHT STEEL, ENABLING THE PRODUCTION OF HIGHLY ACCURATE AND CONSISTENT COMPONENTS. CONCRETE MIX DESIGN OF IS:9103 WITH WEIGHT OF EACH COLUMN AT LEAST 185 KG (TOLERANCE LIMIT 1.5%) , COMPLETE ALL AS SPECIFIED AND DIRECTED AS PER ENGINEER-IN-CHARGE.

S&F OF PRECAST PANEL HAVE OVAL SIZE HOLLOW DESIGN PREPAINTED AND COLOUR AND DESIGN AS PER ENGINEER-INCHARGE OF SIZE 3000MM X 750 MM X 75MM HAVING 8 MM THICK STEEL BARS IN PANEL ,WHICH IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M40, CURED UNDER CONTROLLED FACTORY CONDITIONS. ALL MANUFACTURING PROCESS MUST COMPLY WITH INDAIN STANDARDS. THE CURING PROCESS MUST BE MAINTAINED USING RO WATER AND CHILLER PLANTS FOR QUALITY ASSURANCE. THE FORMWORK USED FOR CASTING SHOULD BE MADE AUTOMOBILE GRADE WATER TIGHT STEEL ENABLING THE PRODUCTION OF HIGHLY ACCURATE AND CONSISTENT COMPONENTS. CONCRETE MIX DESIGN OF IS:9103 WITH WEIGHT OF EACH PANEL AT LEAST 270 KG (DEPENDS ON DESIGN), COMPLETE ALL AS SPECIFIED AND DIRECTED AS PER ENGINEER-IN-CHARGE.

M & L plain cement concrete (1:2:4), type B1 using 20mm graded stone aggregate as in column footing including necessary form work complete all as specified and directed.