BRICK BARREL

Amount

CLEARNACE OF SLUSH FROM THE BED OF DRAIN BY MECHANICALLY

CARRIAGE OF SLUSH FROM THE SITE OF WORK TO DUMP SITE WITH USING AN AVG. LEAD 3.5 KM

PROVIDING AND LAYING PCC M-10 (1:3:6) NOMINAL MIX IN FOUNDATION WITH CRUSHED STONE AGGREGATE 40MM NOMINAL SIZE MECHIANCALLY MIX AND PLACED IN FOUNDATION I/C SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION

LAYING FIRST CLASS BRICK MASONRY IN 1:3 C.S.M. IN FOUNDATION UPTO PLINTH INCLUDING Supply and carraige of MATERIAL COMPLETE IN ALL RESPECT

PROVIDING 1:3 (CEMENT : WATER) CEMENT SLURRY WITH CEMENT @ 2.25 KG PER SQM ON PREPARED BED AND SIDE SLOPE BEFORE LAYING CONCRETE ON BED AND SIDE SLOPES

PROVIDING WEEP HOLES IN BRICK MASONARY/PLAIN/REINFORCED CONCRETE ABUTMENT, WING WALL/RETURN WALL WITH 100 MM DIA PVC PIPE, EXTENDING THROUGH THE FULL WIDTH OF THE STRUCTURE WITH SLOPE OF 1V: 20H TOWARDS DRAWING FORCE COMPLETE WEEP HOLE @10 FT C/C HORIZONTAL & @ 2FT C/C FROM TOP

Providing & laying RCC m-15 mixing by mechanical means using concrete mixer volumetric type & needle vibrator i/c supply and carraige loading and unloading of material from an approved quarry complete in all respect

PROVIDING AND FILLING GOOD EARTH BACK SIDE WALLS AND INSIDE THE curvature WITH HYDRALUIC JCB AND HYDRALUIC TRACTOR AND TROLLEY INCLUDING CUTTING LOADING IN TROLLEY AND TRANSPORTING TO THE SITE OF WORK WITH AN AVG. LEAD UPTO 24.0 KM

PROVIDING AND LAYING 12.5 MM THICK CEMENT PLASTER 1:3 IN INCLUDING Supply and carraige of MATERIAL COMPLETE IN ALL RESPECT.

PROVIDING RUNNING AND MAINTENANCE OF PUMPING SET 8 H.P./ GENERATOR SET FOR DEWATERING ARRANGEMENTS COMPLETE IN ALL RESPECT.

PROVIDING AND LAYING CEMENT CONCRETE RCC GRADE M-25 INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY AS PER DRAWING AND TECHNICAL SPECIFICATION

STEEL REINFORCEMENT GRADE FE 500 (IS 1786 :2008) I/C BENDING AND BINDING Supply, carraige , LOADING AND UNLOADING OF STEEL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATION AS PER ITEM NO 10 @80 kg/cum

CENTERING AND SHUTTERING FOR SLAB CULVERTS FOR VENT HEIGHT UPTO 3.00 MTR

COMPACTION OF EARTH WORK IN 20 CM LAYER , DRESSING , WATERING, ROLLING OF EARTH COMPLETE IN ALL RESPECT

STRUCTURAL STEEL WORKS IN ANGLES , TEES AND FLAT RIVETED OR WELDED INCLUDING CUTING AND FIXING ALL GUSSET PLATE , BOLTS , NUTS , RIVETS , WELDING ROD ETC. WITH HOISTING AND ERECTION IN POSITION(FOR ROOF TRUSS,WELL CURBS,PLATE GIRDERS ETC.OF ANY SPAN FOR BUILDING FOR BRIDGES UPTO 15 M SPAN) COMPLETE AS PER DRAWING

EXCAVATION INCLUDING HANDLING OF MATERIAL WITH IN 15 MTR INCLUSIVE OF COST OF EXPLOSIVES AND DRESSING COMPRESSED AIR AND T&P

DRESSING OF BED AND PREPRATION OF SUB GRADE FOR LINING COMPLETE IN ALL RESPECT

EXTRA ALLOWANCES FOR PROVIDING TEMPLATES IN CURVED PORTION OF LINING

PROVIDING LOWERING IN TRENCHES TO CORRECT GRADIENT AND ALIGNMENT , JOINTING WITH TYTON RUBBER JOINT AND CUTTING OF RCC SPIGOT AND SOCKETED PIPES AND SPECIAL WITH RUBBER RING ISI MARKED AS PER IS CODE IS 458-2003 INTO TRENCHES FOR ALL DEPTH AND LAYING OUT TO THE SAME TO CORRECT ALIGNMENT , GRADIENTS ETC. CUTTING OF CONCRETE BEDS AND JOINT HOLES SUPPORTING THE PIPE AND SPECIAL IN CORRECT POSITION IN A SUITABLE RIGID MANNER WHILE THE SAME ARE BEING JOINTED AND UNTIL THE SURROUNDING BENCHING HAUNCHES AND ENVELOPS ARE COMPLETED. THE PIPES SHALL REST ON THE BEDS AT ALL JOINT THROUGH THEIR LENGTH AND FIXING OF RUBBER RING FACING TESTING THE PIPES FOR LEAKAGE AND MAKING GOOD THE SAME LEAKAGE AND ALL DEFECTS OF THE ENTIRE SATISFACTION OF THE ENGINEER IN CHARGE INCLUDING ALL CARTAGE ETC RCC NP2 PIPE 200 MM I/D PIPE

FILLING OF CONSTRUCTION JOINTS WITH SEALING COMPOUND INCLUDING SUPPLY and CARRIAGE, OF MATERIAL COMPLETE IN ALL RESPECT AS PER DESIGN/DRAWING AND PWD SPECIFICATIONS

PROVIDING AND LAYING LDEP 150 MICRON OVER SLEEPER ON CONSTRUCTION JOINTS AND EXPANSION JOINTS COMPLETE IN ALL RESPECT AS PER DESIGN/DRAWING AND PWD SPECIFICATIONS

EXTRA FOR BITUMEN PAINTING @ 0.69 KG PER SQMT. SUPPLY and CARRIAGE OF MATERIAL COMPLETE IN ALL RESPECT AND PWD SPECIFICATIONS.

EARTHWORK EXCAVATION IN ORDINARY SOIL, EXCLUSIVE OF COMPENSATION OF EARTH , E/W UNDRESSED WITH A COMBIMED LEAD UPT0 15 M INCLUDING BREAKING OF CLODS

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