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| 1 | EXCAVATION FOR ROADWAY IN EARTH SOIL OF ALL SORTS, SAND, GRAVEL OR SOFT MURUM INCLUDING, DRESSING SECTION TO THE REQUIRED GRADE, CAMBER AND SIDE SLOPES AND CONEYING THE EXCAVATED MATERIALS WITH ALL LIFTS UPTO A LEAD OF 50M AND SPREADING FOR |
| 2 | CONVEYING MATERIALOBTAINED FROM ROAD CUTTING INCLUDING ALL LIFTS, LAYING IN LAYERS OF 20CM TO 30CM BREAKING CLODS, DRESSING TO THE REQUIRED LINES, CURVES, GRADES AND SECTION, WATERING AND COMPACTING TO NOT LESS THAN 97% OF STANDARD PROCTOR DENSITY FOR A LEAD OF OVER 50M TO 300M INCLUSIVE FROM THE SITEOF EXCAVATION TO THESITE OF DESPOSITION AS |
| 3 | SUPPLYING HARD MURUM/ KANKAR AT THE ROAD SITE, INCLUDING CONVEYING AND STACKING COMP. |
| 4 | SPREADING HARD MURUM FOR SIDE WIDTH ETC.COMP. |
| 5 | COMPACTING THE HARD MURUM SIDE WIDTHS INCLUDING LAYING IN LAYERS ON EACH SIDE WITH POWER ROLLER INCLUDING ARTIFICIAL WATERING ETC. COMP. |
| 6 | WET MIX MACADAM -- PROVIDING, LAYING, SPREADING AND COMPACTING GRADED STONE AGGREGATE TO WET MIX MACADAM SPECIFICATION INCLUDING PREMIXING THE MATERIAL WITH WATER AT OMC IN MECHANICAL MIX PLANT CARRIAGE OF MIXED MATERIAL BY TIPPER TO SITE, LAYING IN UNIFORM LAYERS WITH PAVER IN SUB- BASE/ BASE COURSE ON WELL PREPARED SURFACE AND COMPACTING WITH VIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY. LAYING BYGRADER/PAVER. |
| 7 | CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB- BASE OVER A PREPARED SUB-GRADEWITH COARSE AND FINE AGGREGATE 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 BYENGINEER-IN-CHARGE , COMPACTING WITHVIBRATORY ROLLER, FINISHING,CURING ANDINCLUDING PREPARATION OF SUB- GRADE SURFACE IF REQUIRED ETC. COMPLETE. |
| 8 | PROVIDING AND LAYING IN-SITUM30 GRADE UNREINFORCED PLAIN CEMENT CONCRETEPAVEMENTOVER A PREPARED SUB BASE WITH 43 GRADE CEMENT , COARSE AND FINE AGGREGATE CONFORMING TO IS 383, USING FINE AND COARSE AGGREGATES COMBINED GRADATIONAS PER TABLE 600-3 OF MORTH SPECIFICATION 2013, MIXED IN A BATCHING AND MIXING PLANT/ NON TILTING MIXER AND WEIGH BATCHERAS 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 GRADESAS DIRECTED BY ENGINEER-IN- CHARGE AND CURINGBY 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 WITHDEPTH OF 75MM AND MAINTAINING THE SAME THROUGHOUT CURING PERIOD BY ANY OTHER METHOD APPROVED BY ENGINEER-IN-CHARGE. |
| 9 | PROVIDING AND FIXING FACTORY MADE HYDRAULICALLY PRESSED MECHANICALLY VIBRATED AND COMPACTED PRECAST INTER LOCKING CEMENT CONCRETE PAVING BLOCKS 80MM THICK IN M-40 GRADE OF APPROVED SIZE AND SHAPE FOR CITY STREETS, SMALL /MEDIUM MARKET ROADS,LOW VOLUME ROADS, UTILITY CUTS ON ARTERIAL ROADS ETC. AS SPECIFIED AND AS PER IS 15658:2006 INCLUDING COST OF ALL MATERIALS, MANUFACTURING, CURING, TRANSPORTATION OF BLOCKS TO WORK SITE INCLUDING LOADING, UNLOADING AND STACKING AS DIRECTED, LAYING PAVING BLOCKS IN POSITION OVER PREPARED BED OF NATURAL SAND / CRUSHED SAND OF 50 MM THICKNESS INCLUDING NECESSARY EXCAVATION IN ALL STRATAS, SPREADING BLINDGE OF FINE SAND OVER THE PREPARED BED, COMPACTING BLOCKS BY PLATE VIBRATORETC. COMPLETE. |
| 10 | PROVIDING AND LAYING IN SITU / READY MIX M-20 PLAIN CEMENT CONCRETE OF TRAP/GRANITE/QUARTZITE/ GNEISS METAL FOR CAST IN CITU PIERS, ABUTMENT, RETURNS, WINGS ETC. INCLUDING PROVISION OF V\" SHAPED FALSE JOINTS TO FORM SUITABLE PANELS ON THE FACES TO APPROVE DESIGN WITH COMPACTING BY VIBRATING AND CURING COMPLETE, INCLUDING PLYWOOD/STEELFORM WORK CENTERING ( EXCLUDING DEWATERING BY MEANS OF PUMP) AND INCLUDING BAILLING OUT WATER AND CURING FINISHING IN CM 1:3 ETC. COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE BASIC RATE SHALL BE INCREASED FOR HEIGHT ABOVE 5.00 M IN FOLLOWINH MANNERS |
| 11 | TESTING OF CONCRETE CUBES FOR COMPRESSIVE STRENGTH ….ETC COMPLETES. |
| 12 | BASIC TEST OF CEMENT INCLUDE STANDARD CONSISTANCY , SPECIFIC GRAVITY , FINAL AND INITIAL SETTING ..ETC COMPLETE. |
| 13 | ROYALTY FOR STONE, RUBBLE, MURUM, SOIL ETC COMPLETES. |
