SPL REPAIR TO FENCING AND BOUNDARY WALL OF SURYA SAINIK INSTITUTE AND ALLIED WKS UNDER GE (WEST) LUCKNOW

Demolition of brick work built in cement mortar or cement lime mortar completed 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 as directed.

S & F OF PRECAST FOOTING DESIGN FOR SINGLE COLUMN PLACEMENT OF SIZE (BASE +PEDESTAL) 1450 MM X 900 MM X 800 MM ,HAVE BASE OF 1450 MM X 900MM X 200 MM AND HOLLOW PEDESTAL ON BASE HAVING DIMENSIONS OF 550 MM X 550 MM X 600MM (HOLLOW PART 250 MM X 250 MM X 600 MM ), FOOTING IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M25 GRADE HAS BEEN PLACED ON 100 MM THICK PCC OF CONCRETE MIX 1:3:6 AFTER PROPER COMPACTION OF SOIL ,FOOTING MADE WITH FE 500/550D GRADE TMT STEEL REINFORCEMENT BARS , CURED UNDER CONTROLLED FACTORY CONDITIONS ,ALL MANUFACTURING PROCESS MUST COMPLY WITH BIS ,JIS, AND ISO 9001 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 RCC FOOTING AT LEAST 1015 KG (TOLERANCE LIMIT 3%). COMPLETE ALL AS SPECIFIED IN THE DRAWING AND DIRECTED AS PER ENGINEER-IN-CHARGE. NOTE- CONTRACTOR TO GET THE APPROVAL OF PRECAST FACTORY WITHIN 15 DAYS OF COMENCMENT AND ALL PRECAST ITEM WILL BE SUPPLIED FROM SINGLE OEM TO ENSURE THE QUALITY.

S & F OF PRECAST FOOTING DESIGN FOR DOUBLE COLUMN PLACEMENT OF SIZE (BASE +PEDESTAL) 1450 MM X 1125 MM X 800 MM ,HAVE BASE OF 1450 MM X 1125MM X 200 MM AND HOLLOW PEDESTAL ON BASE HAVING DIMENSIONS OF 550 MM X 775 MM X 600MM (HOLLOW PART 250 MM X 475 MM X 600 MM ), FOOTING IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M25 GRADE HAS BEEN PLACED ON 100 MM THICK PCC OF CONCRETE MIX 1:3:6 AFTER PROPER COMPACTION OF SOIL ,FOOTING MADE WITH FE 500/550D GRADE TMT STEEL REINFORCEMENT BARS , 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 RCC FOOTING AT LEAST 1280 KG (TOLERANCE LIMIT 3%). COMPLETE ALL AS SPECIFIED IN THE DRAWING AND DIRECTED AS PER ENGINEER-IN-CHARGE. NOTE- CONTRACTOR TO GET THE APPROVAL OF PRECAST FACTORY WITHIN 15 DAYS OF COMENCMENT AND ALL PRECAST ITEM WILL BE SUPPLIED FROM SINGLE OEM TO ENSURE THE QUALITY.

S&F OF PRECAST I SHAPED COLUMN OF SIZE 3000MM X 200MM X 200MM, HAVING FLANGE THICKNESS OF 60 MM AND WEB THICKNESS 80 MM WILL PLACE ON PRECAST FOOTING AND WILL BE GROUTED , HAVING A BOLTS FIXED AT TOP OF 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 260 KG (TOLERANCE LIMIT 1.5%) , COMPLETE ALL AS SPECIFIED IN THE DRAWING AND DIRECTED AS PER ENGINEER-IN-CHARGE

S&F OF PRECAST PANEL HAVE BOTH SIDE DESIGN AS PER ENGINEER-INCHARGE OF SIZE 3000MM X 1200 MM X 75 MM HAVING 4 MM THICK HIGH TENSILE TENDOM STEEL 10 NOS IN EACH PANEL WHICH IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M40 GRADE WITH HIGH TENSILE TENDON STEEL, 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 675 KG (TOLERANCE LIMIT 1%), COMPLETE ALL AS SPECIFIED AND DIRECTED AS PER ENGINEER-IN-CHARGE.

M&L for Brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) 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 all as specified and directed

M&L for Form work rough finished surfaces of concrete side of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work flat, vertical complete all as specified

M&L for form work to sides of pillar, posts, struts, columns etc all as specified and directed.