CIVIL SOR HISAR RO

SPLY&LAYG OF DAMP PROOF — AIN CEMENT CONCRETE 1:1.5:3 FOR DPC: PROVIDINGAND LAYING 50 MM THICK DAMP-PROOF COURSE IN1:1.5:3 MIX WITH 6 TO 12 MM SIZE AGGREG E ANDWATER PROOFING COMPOUND OF APPROVED MAKE AS PERMANUFACTURER SPECIFICATION.

SUP & LAY - — C 1:1.5:3 FOR COPING: PROVIDING AND LAYING 60MM AVERAGE THICKNESS COPING IN CC 1:1.5:3 MIXUSING 6 TO 12 MM STONE AGGREGATE WITH MMPROJECTION ON EITHER SIDE OF WALL WITH DRIPMOULD. RATE TO INCLUDE 20 MM THICK PLASTER IN CM1:4 FOR FIXING OF GLASS PIECES I LUDING MIXING,PROVIDING NECESSARY SHUTTERING, COMPACTION ANDCURING. THICKNESS OF COPING AT THE ENDS SHALL BE40 MM AND 80 MM AT ENTER.

SUP & LAY - — OVIDING AND LAYING PLAIN CEMENT CONCRETE1:1.5:3 USING 20 MM AND DOWN SIZE GRADED STONEAGGREGATES INCLUDING MACHINE MIXING, PROVI NGFORM WORK IF REQUIRED, PLACING, COMPACTING BYHAND RAMMING, MECHANICAL VIBRATORS, CURING ETCCOMPLETE.

SUP & LAY - — OVIDING AND LAYING PLAIN CEMENT CONCRETE1:1.5:3 MIX USING 20 MM AND DOWN STONE AGGREGATEFOR GROUTING ANGLES/MILD STEEL STRUCTURA OTHERSPECS AS PER ITEM NUMBER 11, MS STRUCTURAL WILLBE PAID FOR SEPARATELY.

SPLY AND LAYG OF — C WITH M-20 READY MIX, M20 RCC RMC: PROVIDINGAND LAYING IN POSITION SPECIFIED GRADE (READY MIXCONCRETE) CONTROLLED CONCRETE AS P APPROVED MIXDESIGN FOR SUB-STRUCTURE (I.E. UP TO GROUND LEVELINCLUDING PAVEMENT) AND SHAPES USING GRADED METALWITH SIZE 20 MM ND 12.5 MM. INCLUDING PLACING,VIBRATING, COMPACTING, CURING ETC. COMPLETE ASPER PROVISIONS OF THE RELEVANT IS CODES RATESHALL EXCLUSIVE OF THE COST OF STEELREINFORCEMENT, WHICH WILL BE PAID UNDER ASEPARATE ITEM READY MIX CONCRETE (M-20) FOR:RCCD/WAY/C VERT SLAB/TANK BOTTOM RAFT/TANK TOP SLABAS PER IS-4926.

UNDER REAMED PILE — MENT CONCRETE WORKS: UNDER REAMED PILES 400 MMDIAMETER. PROVIDING RCC 1:1.5:3 FOR UNDER REAMEDPILES UP TO REQUIRED DEPTH WITH SI LE BULBS ASPER IS 2911 ETC. ALL COMPLETE. REINFORCEMENTSTEEL SHALL BE PAID SEPARATELY. PILE CAP SHALL BEPAID SEPARATELY.

UNDER REAMED PILE — MENT CONCRETE WORKS: UNDER REAMED PILES 350 MMDIAMETER. PROVIDING RCC 1:1.5:3 FOR UNDER REAMEDPILES UP TO REQUIRED DEPTH WITH SI LE BULBS ASPER IS 2911 ETC. ALL COMPLETE. REINFORCEMENTSTEEL SHALL BE PAID SEPARATELY. PILE CAP SHALL BEPAID SEPARATELY.

CONST - UNDER REAMED — RED CAST IN SITU-UNDER REAMED PILES: PROVIDINGRCC 1:1.5:3 FOR UNDER REAMED PILES UP TO REQUIREDDEPTH WITH DOUBLE BULBS AS PER IS 911 ETC. ALLCOMPLETE. PILE CAP AND REINFORCEMENT STEEL SHALLBE PAID SEPARATELY, SIZE 300 MM DIAMETER.

SUP & CONST - — ICK MASONRY: SUBSTR-OLD: BRICK MASONRY WORKS:PROVIDING AND CONSTRUCTING FOLLOWING BRICKMASONRY IN CM 1:5 USING USING OLD BRICKS ING ATSITE PROVIDED FREE OF COST INCLUDING PROVIDINGALL OPENINGS AND PROJECTIONS, RAKING THE JOINTSTO 1 CM DEEP, SCAFFOLDING, AKING OF BRICKS INWATER PRIOR TO USE AND CURING ETC COMPLETE AS PERSPECIFICATIONS.

SPLY & CONST OF — ICK MASONRY: SUPERST-OLD: BRICK MASONRY WORKS:PROVIDING AND CONSTRUCTING FOLLOWING BRICKMASONRY IN CM 1:5 USING OLD BRICKS LYING T SITEPROVIDED FREE OF COST INCLUDING PROVIDING ALLOPENINGS AND PROJECTIONS, RAKING THE JOINTS TO 1CM DEEP, SCAFFOLDING, SOAKI OF BRICKS IN WATERPRIOR TO USE AND CURING ETC COMPLETE AS PERSPECIFICATIONS BUT FOR SUPERSTRUCTURE ABOVEPLINTH LEVEL INCLUDIN SCAFFOLDING.