AMC for ROU Civil M&R jobs-SRS

EXCAVATION OF EARTH,UPTO 11981-VSPL GHATKESAR — EXCAVATION IN ALL TYPES OF SOILS INCLUDING SOFT SOIL , SOFT ROCK AND WEATHERED ROCK UPTO A DEPTH OF 2.5 M INCLUDING OBSERVING ALL NECESSARY PRECAUTIONS TO PROTECT THE PIPELINE AND ITS COATING, PROVIDING SHORING AND SHUTTERING ETC SO AS TO PREVENT COLLAPSE OF SIDE SLOPES; PROVISION OF ALL NECESSARY TOOLS, TACKLES, CONSUMABLES; DE-WATERING; PROVISION OF NECESSARY SUPERVISING PERSONNEL ETC ALL COMPLETE IN ADDITION TO ANY OTHER NECESSARY ITEMS AS REQUIRED TO COMPLETE THE ASSIGNED JOBS AS PER INSTRUCTIONS OF SITE ENGINEER. THE EXCAVATED SOIL IS TO BE STACKED IN HEAPS CLOSE TO THE SPOT OF EXCAVATION.

EXCAVATION OF EARTH,2.5 — EXCAVATION IN ALL TYPES OF SOILS INCLUDING SOFT SOIL , SOFT ROCK AND WEATHERED ROCK UPTO A DEPTH OF 2.5 M TO 5 M INCLUDING OBSERVING ALL NECESSARY PRECAUTIONS TO PROTECT THE PIPELINE AND ITS COATING, PROVIDING SHORING AND SHUTTERING ETC SO AS TO PREVENT COLLAPSE OF SIDE SLOPES; PROVISION OF ALL NECESSARY TOOLS, TACKLES, CONSUMABLES; DE-WATERING; PROVISION OF NECESSARY SUPERVISING PERSONNEL ETC ALL COMPLETE IN ADDITION TO ANY OTHER NECESSARY ITEMS AS REQUIRED TO COMPLETE THE ASSIGNED JOBS AS PER INSTRUCTIONS OF SITE ENGINEER. THE EXCAVATED SOIL IS TO BE STACKED IN HEAPS CLOSE TO THE SPOT OF EXCAVATION. FOR DEPTH MORE THAN 2.5M UPTO THE REQUIRED DEPTH, 5MTR MAX INCLUDING DEWATERING, SHUTTERING AND SHORING COST OF WHICH IS INCLUDED

SPLY & SPREADING SOFT — SUPPLYING AND PROVIDING SOFT PADDING WITH SAND INCLUDING TRANSPORTATION FROM THE APPROVED SAND QUARRIES TO SITE INCLUDING HANDLING, SPREADING IN LAYERS OF 200 MM THICK AND WATERING, MANUAL COMPACTING, SUPPLY OF LABOUR, TOOLS, TACKLES ETC., ALL COMPLETE AS PER THE INSTRUCTIONS OF THE SITE ENGINEER

SPLY & BACKFILLING OF SOIL — BACK FILLING WITH APPROVED SOILS (APPROVAL TO BE OBTAINED FROM SITE ENGINEER FOR THE QUALITY OF SOIL PRIOR TO THE COMMENCEMENT OF WORK) BROUGHT FORM APPROVED QUARRIES. SCOPE OF JOB INCLUDES SPREADING OF SOIL LAYERS OF THICKNESS 200 MM WITH MANUAL COMPACTION, WATERING, SUPPLY OF LABOR, TOOLS, TACKLES ETC. JOB SHALL BE COMPLETED AS PER INSTRUCTION OF SITE ENGINEER. IF SPECIFICALLY INSTRUCTED, AGENCY HAS TO PACK THE SAND IN CEMENT BAGS AND STACK THEM AT THE SITE OF WASHOUT ETC. AS DIRECTED BY THE SITE ENGINEER. RATES QUOTED SHALL BE INCLUSIVE OF THE SAME.

SPLY AND LAYG OF PCC 1:3:6 — PROVIDING AND LAYING PLAIN CEMENT CONCRETE OF VOLUMETRIC PROPORTION 1:3:6(1 CEMENT: 3 SAND: 6 COARSE AGGREGATES) GRADE FOR SUB-GRADE USING 40MM DOWNGRADED AGGREGATE, INCLUDING MACHINE MIXING, SHUTTERING, COMPACTION, CURING ALL AND JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATION AND AS DIRECTED BY EIC.CONCRETE CUBES TESTED ON 28 DAYS SHALL GIVE A RESULT MEETING M-20 REQUIREMENTS OF IS 456.

SPLY AND LAYG OF RCC 1:2:4 — PROVIDING AND LAYING RCC PRECAST SLABS OF REQUIRED SIZE WITH 1:2:4 NOMINAL MIX USING 20MM AND DOWN SIZE CRUSHED STONE AGGREGATES INCLUDING SHUTTERING, MIXING, COMPACTING , POND CURING FOR 14 DAYS ETC. AS PER IS 456, TRANSPORTING FROM THE PLACE OF CASTING . REINFORCENT STEEL SHALL BE PAID SEPARATELY.

SPLY AND LAYG RUBBLE — PROVIDING AND LAYING DRY RUBBLE PITCHING USING CM 1:6, DRESSING AND COMPACTING THE SOIL IN PROPER LEVEL AND LINE FOR FILLING THE GAPS, LOCALLY BEST AVAILABLE RUBBLE AVERAGE THICKNESS 230 MM LATERAL WIDTH NOT MORE THAN 450 MM AND CURING ETC COMPLETE.

SPLY AND LAYG RR — PROVIDING AND LAYING RANDOM RUBBLE MASONRY IN SPECIFIED THICKNESS (BOTH SUB STRUCTURE AND SUPER STRUCTURE) WITH APPROVED QUALITY SAND STONE OR GRANITE STONE INCLUDING FILLING THE JOINTS WITH 1:5 CEMENT MORTAR, INCLUDING TRANSPORTATION OF STONES FROM QUARRY TO SITE. SUPPLY OF STONES, LABOUR, CURING AND OTHER MATERIAL REQUIRED FOR THE JOB SHALL BE AS PER SPECIFICATIONS AND INSTRUCTION OF SITE ENGINEER.

SPLY CONST OF BRICK — PROVIDING AND CONSTRUCTING 230 MM (FULL BRICK) THICK BRICK MASONRY USING 1:5 CM, BRICKS USED SHALL BE MINIUM CALSS B 35 AS PER RELEVANT IS QUALITY.THE JOB INCLUDES NECESSARY SCAFFOLDING SOAKING OF BRICKS IN WATER, APPLYING UNIFORM THICKNESS OF CEMENT MORTAR AS PER IS SPECIFICATION AT ALL JOINTS, CONSTRUCTING TO THE TRUE LINE AND LEVEL, BREAKING ALL VERTICAL JOINTS, RACKING OF JOINTS, WATER CURING CONTINUOUSLY FOR A SPECIFIED PERIOD FOR ALL DEPTHS AND HEIGHTS.THE THICKNESS OF WALL SHALL BE AS PER THE ACTUAL MEASUREMENTS.THE JOB SHALL BE CARRIED OUT AS PER THE INSTRUCTIONS OF THE EIC.

SPLY & LAYG OF REINF STEEL 11981-VSPL GHATKESAR — SUPPLY, FABRICATION AND LAYING IN POSITION STEEL REINFORCEMENT OF GRADE FE – 415 CONFORMING TO IS:1786 AT ALL HEIGHTS AND DEPTHS INCLUDING CUTTING, COLD BENDING, TYING AND PLACING IN POSITION THE RODS, WITH NECESSARY 18 SWG BLACK ANNEALED BINDING WIRE INCLUDING COST OF BINDING WIRE AND ANY OTHER INCIDENTAL CHARGES, COST OF TRANSPORT, STRAIGHTENING, CUTTING, BENDING, CRANKING, BINDING, WELDING, PROVISION OF NECESSARY CHAIRS AND SPACERS, PREPARATION OF BAR BENDING SCHEDULE, DRAWINGS, GETTING THE SAME APPROVED ETC., COMPLETE AS PER STANDARD SPECIFICATION. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC COMPLETE AND AS DIRECTED BY EIC. ONLY APPROVED CHAIRS, SPACER AND OVERLAPS SHALL BE PAID.