PROVIDING CEMENT CONCRETE ROADS NEAR SHREE RAHUL SONAWANE HS TO SHREE RAVINDRA VAGHMARE HS AND SHREE ANDHARE HS TO SHREE DHAVANE HS IN N-12 SWAMI VIVEKANAND NAGAR PRABHAG NO. 07 ZONE NO. 04

EXCAVATION FOR FOUNDATION/PIPE LINE TRENCHES IN EARTH, SOIL OF ALL TYPES, SAND, GRAVEL AND SOFT MURUM, INCLUDING REMOVING THE EXCAVATED MATERIAL UPTO A DISTANCE 50 MTR. & LIFT AS BELOW, STACKING AND SPREADING AS DIRECTED, NORMAL DEWATERING, PREPARING THE BED FOR FOUNDATION AND EXCLUDING BACKFILLING ETC. COMPLETE. (BD-A-1/259) LIFT 0 TO 1.50 M. MJP DSR PAGE NO.: 33 ITEM NO.: 1

CONVEYING MATERIAL OBTAINED 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 300M. TO 500M. INCLUSIVE FROM THE SITE OF EXCAVATION TO THE 305

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 602

CUTTING TRANSVERSE CONTRACTION JOINTS 3 TO 4 MM WIDE AND DEPTH 60MM IN CONCRETE SLAB USING CONCRETE CUTTING MACHINE WITH DIAMOND STUDDED SAW WITHIN 48 HOURS OF CASTING OF BAY / SLAB ETC. COMPLETE INCLUDING SUBSEQQUENT WIDENING OF THE GROOVE 8 TO 10 MM. WIDE AT TOP HAVING DEPTHOF 15MM. AS DIRECTED BY ENGINEER INCHARGE.

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 VSI CRUSHED SAND OF 50 THICKNESS INCLUDING NECESSARY EXCAVATION IN ALL STRATAS, SPREADING BLINDGE OF FINE SAND OVER THE PREPARED BED, COMPACTING BLOCKS BY PLATE VIBRATOR IRC-SP-63 & IS 15658-2006 MM

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE IN M15 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR STEPS INCLUDING STEEL CENTERING, PLYWOOD/STEEL FORMWORK, LAYING/PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING UNEVEN AND HONEYCOMBED SURFACE AND CURING ETC. COMPLETE. THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBED SURFACE, ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BE ALLOWED.),WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMPLETE. WITH FINE AGGREGATE ( CRUSHED SAND VSI GRADE ) BD.E.2 PAGE NO. 288 AND B.7 PAGE NO 38

RAISING THE MANHOLE CHAMBER WITH NECESSARY BRICK WORK IN CM 1:6 & PLASTER INCLUDING ETC COMP. BY 30 CM MJP SSR PAGE NO..: AS DIRECTED IN ENGINEER IN CHARGE MJP SSR