CONSTRUCTION OF CEMENT CONCRETE ROAD NEAR HARISIDHDI MATA TEMPLE HARSUL IN ZONE NO.04.

SUPPLYING HARD MURUM/ KANKAR AT THE ROAD SITE INCLUDING CONVEYING AND STACKING COMPLETE. MORTH 408

SPREADING HARD MURUM/ SOFT MURUM/ GRAVEL OR KAKNAR FOR SIDE WIDTH COMPLETE MORTH 408

COMPACTING THE HARD MURUM SIDE WIDTHS INCLUDING LAYING IN LAYERS ON EACH SIDE WITH POWER ROLLER INCLUDING ARTIFICAL WATERING ETC. COMP. MORTH 408

CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING CLOSE GRADED MATERIAL, MIXING IN A MECHANICAL MIX PLANT AT OMC, CARRIAGE OF MIXED MATERIAL TO WORK SITE, SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPARED SURFACE AND COMPACTING WITH VIBRATORY POWER ROLLER TO ACHIEVE THE DESIRED DENSITY, COMPLETE AS PER CLAUSE 401 -- PLANT MIX METHOD AND GRADING - II MATERIAL MORTH 401

CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB- BASE OVER A PREPARED SUB-GRADE WITH COARSE AND FINE AGGREGATE ( VSI GRADE FINELY WASHED CRUSHED SAND) CONFORMING TO IS: 383, THE SIZE OF COARSE AGGREGATE NOT EXCEEDING 25 MM, CEMENT CONTENT NOT TO BE LESS THAN 150 KG/ CUM, OPTIMUM MOISTURE CONTENT TO BE DETERMINED DURING TRIAL LENGTH CONSTRUCTION, CONCRETE STRENGTH NOT TO BE LESS THAN 10 MPA AT 7 DAYS, MIXED IN A BATCHING PLANT/ WEIGH BATCH MIXER, TRANSPORTED TO SITE WITH ALL LEADS AND LIFTS, LAID WITH A PAVER WITH ELECTRONIC SENSOR /BY SUITABLE MEANS AS APPROVED BY ENGINEER-IN-CHARGE , COMPACTING WITH VIBRATORY ROLLER, FINISHING, CURING AND INCLUDING PREPARATION OF SUB-GRADE SURFACE IF REQUIRED ETC. COMPLETE. MORTH 601

PROVIDING AND LAYING IN-SITU M30 GRADE UNREINFORCED PLAIN CEMENT CONCRETE PAVEMENT OVER A PREPARED SUB BASE WITH 43 GRADE CEMENT , COARSE AND FINE AGGREGATE CONFORMING TO IS 383, USING FINE & COARSE AGGREGATES COMBINED GRADATION AS PER TABLE 600-3 OF MORTH SPECIFICATION 2013, MIXED IN A BATCHING AND MIXING PLANT/ NON TILTING MIXER AND WEIGH BATCHER AS PER APPROVED MIX DESIGN, ADMIXTURES, TRANSPORTING TO SITE, SPREADING, LAYING WITH APPROVED MAKE PAVER,COMPACTED AND FINISHED IN A CONTINUOUS OPERATION, FINISHING TO LINES AND GRADES AS DIRECTED BY ENGINEER-IN-CHARGE AND CURING BY CURING COMPOUND /BY PROVIDING CEMENT VATA IN CEMENT MORTAR 1:8 @ 0.6M X 0.6M CENTRE TO CENTRE, ADMEASURING 80 MM AT BOTTOM AND 40 MM AT TOP WITH DEPTH OF 75MM AND MAINTAINING THE SAME THROUGH OUT CURING PERIOD BY ANY OTHER METHOD APPROVED BY ENGINEER-IN-CHARGE MORTH 60

PROVIDING AND FIXING HEAVY DUTY INTER LOCKING CONCRETE COLOURED PAVING BLOCKS OF 80MM THICK OF HAVING STRENTH OF 300 KILOGRAM /SQ.CM OF APPROVED SIZE AND SHAPE ON BED CRUSHED SAND OF 25 TO 30MM THICK INCLUDING SKIRTING JOINTS AND CLEANING ETC. COMPLETE. IRC-SP-63 & IS 15658 - 2006