Municipal Corporation Tender

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

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.

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

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 MM THICKNESS INCLUDING NECESSARY EXCAVATION IN ALL STRATAS, SPREADING BLINDGE OF FINE SAND OVER THE PREPARED BED, COMPACTING BLOCKS BY PLATE VIBRATOR ETC. COMPLETE.

PROVIDING AND FIXING HEAVY DUTY INTER LOCKING CONCRETE COLOURED PAVING BLOCKS OF 80 MM THICKNESS OF HAVING A STRENGTH OF 300 KG/SQ.CM. OF APPROVED QUALITY AND SHAPE ON A BED OF CRUSHED SAND OF 25 TO 30 MM THICK INCLUDING SKIRTING JOINTS AND CLEANING ETC. COMPLETE

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE IN M-10 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR FOUNDATION AND BEDDING INCLUDING BAILING OUT WATER, FORMWORK, LAYING/PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING IF REQUIRED AND CURING COMPLETE, 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)

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

SPREADING HARD MURUM/ SOFT MURRUM/ GRAVEL OR KANKAR FOR SIDE WIDTH COMPLETE

COMPACTING THE HARD MURUM SIDE WIDTHS INCLUDING LAYING IN LAYERS ON EACH SIDE WITH POWER ROLLER INCLUDING ARTIFICIAL WATERING ETC. COMPLETE.

PROVIDING AND LAYING 125 MICRON LOW DENSITY POLYETHYLENE ( LDPE) SHEET CONFIRMING TO IS 3395 : 1997 BELOW CONCRETE PAVEMENT INCLUDING ALL MATERIALS AND LABOUR COMPLETE.

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 SUBSEQUENT WIDENING OF THE GROOVE 8 TO 10 MM. WIDE AT TOP HAVING DEPTH OF 15 MM. AS DIRECTED BY ENGINEER INCHARGE.

ROAD MARKING WITH HOT APPLIED THERMOPLASTIC COMPOUND WITH REFLECTORIZING GLASS BEADS ON BITUMINOUS SURFACE- PROVIDING AND LAYING OF HOT APPLIED THERMOPLASTIC COMPOUND 2.5 MM THICK INCLUDING REFLECTORIZING GLASS BEADS @ 250 GMS PER SQM AREA, THICKNESS OF 2.5 MM IS EXCLUSIVE OF SURFACE APPLIED GLASS BEADS AS PER IRC:35 .THE FINISHED SURFACE TO BE LEVEL, UNIFORM AND FREE FROM STREAKS AND HOLES COMPLETE.

SUPPLYING & FIXING OF MOLDED SHANK RAISED PAVEMENT MARKERS / CATS EYE MADE OF POLYCARBONATE AND ABS MOULDED BODY AND REFLECTIVE PANELS WITH MICRO PRISMATIC LENS CAPABLE OF PROVIDING TOTAL INTERNAL REFLECTION OF THE LIGHT ENTERING THE LENS FACE AND SHALL SUPPORT A LOAD OF 16000 KG TESTED IN ACCORDANCE TO ASTM D 4280 TYPE H AND COMPLYING TO SPECIFICATIONS OF CATEGORY A OF MORTH CIRCULAR NO RW/NH/33023/10-97. DO III DT 11.06. 1997. THE HEIGHT, WIDTH AND LENGTH SHALL NOT EXCEED 50 MM, 100 MM AND 102 +/- 2 MM AND WITH MINIMUM REFLECTIVE AREA OF 13 SQCM ON EACH SIDE AND THE SLOPE TO THE BASE SHALL BE 35 +/- 5 DEGREE. THE STRENGTH OF DETACHMENT OF THE INTEGRATED CYLINDRICAL SHANKS, (OF DIAMETER NOT LESS THAN 19 +/- 2 MM AND HEIGHT NOT LESS THAN 30+/- 2 MM) FROM THE BODY IS TO BE A MINIMUM VALUE OF 500 KGF. FIXING WILL BE BY DRILLING HOLES ON THE ROAD FOR THE SHANKS TO GO INSIDE, WITHOUT NAILS AND USING EPOXY RESIN BASED ADHESIVE AS PER MANUFACTURER?S RECOMMENDATION AND COMPLETE AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL SUBMIT A TWO YEAR WARRANTY FOR SATISFACTORY FIELD PERFORMANCE INCLUDING STIPULATED RETRO-REFLECTANCE OF THE REFLECTING PANEL,TO THE ENGINEER.

PROVIDING AND LAYING CEMENT CONCRETE PIPE OF IS 458:2003 NP-2 CLASS OF 450MM DIAMETER IN PROPER LINE, LEVEL AND SLOPE INCLUDING PROVIDING AND FIXING COLLARS IN CEMENT MORTAR 1:2 AND CURING ETC. COMPLETE.

PROVIDING AND FIXING MANDATORY/REGULATORY SIGN BOARDS IN CIRCULAR SHAPE OF 600 MM DIA MADE OUT OF 1.5MM ALUMINUM SHEET BONDED WITH WHITE RETRO REFLECTIVE SHEETING OF CLASS B ( TYPE IV HIGH INTENSITY MICRO-PRISMATIC GRADE SHEETING-HIP) HAVING PRESSURE SENSITIVE/HEAT ACTIVATED ADHESIVE RETOREFLECTIVE SPECIFIED BACK GROUND, BORDER AND BACK SIDE RETOREFLCTIVE SYMBOLS, LETTERS, NUMERALS, ARROW AS PER IRC:67-2012 TABLE NO 8.3 SUPPORTED ON ONE NO. OF M. S. ANGLE IRON POST OF SIZE 65 MM X 65 MM X 6 MM, 3.45 M LONG, DULY PAINTED WITH WITH FLAT OIL PAINT HAVING ALTERNATE BLACK AND WHITE BANDS OF 25 CM WIDTH INCLUDING G.I. FIXTURES ETC; FIXING THE BOARDS IN M25 GRADE CONCRETE BLOCK OF SIZE 60CM X 60CM X 75CM INCLUDING TRANSPORTATION ETC; COMPLETE. CLASS B ( TYPE IV HIGH INTENSITY MICRO-PRISMATIC GRADE SHEETING-HIP) SHALL HAVE 7 YEARS WRITTEN WARRANTY FROM THE MANUFACTURER & AUTHORISED DISTRIBUTOR/CONVERTOR ISSUED FOR FIELD PERFORMANCE INCLUDING THE SCREEN PRINTED AREAS AND CUT-OUT SHEETING AND CUT-OUT DURABLE TRANSPARENT OVERLAY FILM AND THIS WARRANTY CERTIFICATE IN ORIGINAL SHOULD BE SUBMITTED TO THE ENGINEER IN CHARGE BY THE CONTRACTOR/SUPPLIER.

PROVIDING AND FIXING CAUTIONARY/WARNING SIGN BOARDS IN EQUILATERAL TRIANGLE SIZE OF 600 MM MADE OUT OF 1.5MM ALUMINUM SHEET BONDED WITH WHITE RETRO REFLECTIVE SHEETING OF CLASS B ( TYPE IV HIGH INTENSITY MICRO-PRISMATIC GRADE SHEETING-HIP) HAVING PRESSURE SENSITIVE/HEAT ACTIVATED ADHESIVE RETOREFLECTIVE SPECIFIED BACK GROUND, BORDER AND BACK SIDE RETOREFLCTIVE SYMBOLS, LETTERS, NUMERALS, ARROW AS PER IRC:67-2012 TABLE NO 8.3 SUPPORTED ON ONE NO. OF M. S. ANGLE IRON POST OF SIZE 65 MM X 65 MM X 6 MM, 3.45 M LONG, DULY PAINTED WITH WITH FLAT OIL PAINT HAVING ALTERNATE BLACK AND WHITE BANDS OF 25 CM WIDTH INCLUDING G.I. FIXTURES ETC; FIXING THE BOARDS IN M25 GRADE CONCRETE BLOCK OF SIZE 60CM X 60CM X 75CM INCLUDING TRANSPORTATION ETC; COMPLETE. CLASS B ( TYPE IV HIGH INTENSITY MICRO-PRISMATIC GRADE SHEETING-HIP) SHALL HAVE 7 YEARS WRITTEN WARRANTY FROM THE MANUFACTURER & AUTHORISED DISTRIBUTOR/CONVERTOR ISSUED FOR FIELD PERFORMANCE INCLUDING THE SCREEN PRINTED AREAS AND CUT-OUT SHEETING AND CUT-OUT DURABLE TRANSPARENT OVERLAY FILM AND THIS WARRANTY CERTIFICATE IN ORIGINAL SHOULD BE SUBMITTED TO THE ENGINEER IN CHARGE BY THE CONTRACTOR /SUPPLIER.

PROVIDING AND FIXING BOARD DISPLAYING INFORMATION, SUCH AS 'NAME OF WORK, TENDER COST, NAME OF CONTRACTOR, WORK COMPLETION AND LIABILITY PERIOD ETC., HAVING RECTANGULAR SHAPE OF 1.20M X 0.90M SIZE MADE OUT 18 GAUGE (1.25MM) THICK MILD STEEL SHEET PAINTED WITH ONE COAT OF ZINC CHROMATE STOVING PRIMER AND TWO COATS OF ENAMEL PAINT ON FRONT SIDE AND GREY STOVE ENAMEL ON BACK SIDE AND BORDER / MESSAGES / SYMBOLS ETC. WITH APPROVED COLOUR SHADE PAINT COMPLETE, ON M.S.ANGLE OF SIZE 35 X 35 X 3 MM FRAME WITH PROPERLY CROSS BRACED M.S. ANGLES OF SIZE 35MMX35MMX3MM DULY PAINTED INCLUDING TWO M.S. ANGLE IRON POSTS OF SIZE 65 MM X 65 MM X 6 MM, 3.65 M LONG PAINTED WITH ALTERNATE BLACK AND WHITE BANDS OF 25 CM WIDTH INCLUDING ALL FIXTURES ETC.AND FIXING THE BOARDS IN 1:4:8 CONCRETE BLOCK OF SIZE 60 CM X 60 CM X 75 CM INCLUDING, EXCAVATION, REFILLING, TRANSPORTATION, AND LABOUR ETC COMPLETE.

PROVIDING AND CONSTRUCTING ON DRAINAGE LINE B.B. MASONRY CIRCULAR MANHOLE, CONCENTRIC CONE 0.90 MTRS. DIA. AT BOTTOM AND 0.5 MTRS. DIA. AT TOP AND UP TO A DEPTH OF 1.5 MTRS. WITH 23 CM THICK BRICK WORK IN C.M. 1:6 PROP. WITH 12 MM THICK CEMENT PLASTER IN 1:4, WITH SMOOTH RENDERING, 1:2:4 COPING COVER OF 56 CM DIA. ETC. INCLUDING ALL NECESSARY EXCAVATION & 1:5:10 BED CC. ETC. ALL COMPLETE AS DIRECTED BY ENGINEER IN CHARGE (REBATE FOR EVERY DECREASE IN DEPTH OF 3 CM OR PART THERE OF RS. 3507/- PER 50 CM) MJP DSR PAGE NO.: AS PER RATE ANALYSIS ITEM NO.:

PROVIDING AND CONSTRUCTING BRICK MASONRY INSPECTION CHAMBER 90CM X 45CM X 90CM INCLUDING 1:4:8 CEMENT CONCRETE FOUNDATION 1:2:4 CEMENT CONCRETE CHANNELS HALF ROUND G.S.W.PIPES, BRICK MASONRY, PLASTERING FROM INSIDE AND WITH FRAME FIXED IN CEMENT CONCRETE WITH R.C.C. COVER MEDIUM DUTY 140 KG WITH FRAME ETC COMPLETE.

PROVIDING AND FIXING IN POSITION STEEL FIBRE REINFORCED CONCRETE (S.F.R.C.) FRAME AND COVERS OF APPROVED MAKE INCLUDING LOADING, UNLOADING, TRANSPORTATION, ALL TAXES, ETC. COMPLETE AS DIRECTED BY ENGINEERIN-CHARGE (20 TONNES CAPACITY). A) 540 MM DIA

PROVIDING AND FIXING IN POSITION STEEL FIBRE REINFORCED CONCRETE (S.F.R.C.) FRAME AND COVERS OF APPROVED MAKE INCLUDING LOADING, UNLOADING, TRANSPORTATION, ALL TAXES, ETC. COMPLETE AS DIRECTED BY ENGINEERIN-CHARGE (20 TONNES CAPACITY). C) 90 X 45 CM SIZE

FIXING OF SFRC FRAME AND COVER TO MH CHAMBER CIRCULAR /RECTANGULAR SFRC COVER AND FRAME IN CC M-15 (CONCRETE 1:2:4 PROPORTION)ETC COMP AS PER SANCTIONED RATE

REPAIRING & RECONSTRUCTING /RAISING ON DRAINAGE LINE B.B. MASONARY CIRCULAR MANHOLE, CONCENTRIC CONE 1.00 MTRS. DIA. AT BOTTOM AND 0.5 MTRS. DIA. AT TOP WITH 23 CM THICK BRICK WORK IN C.M. 1:6 PROP., WITH 12 MM THICK CEMENT PLASTER IN 1:4, WITH SMOOTH RENDERING, 1:2:4 COPING INCLUDING ALL NECESSARY EXCAVATION ETC. COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE AS PER RATE ANALYSIS ( FOR PER METER DEPTH) MJP SSR

TRANSPORT OF SURPLUS MATERIAL FROM WORK SITE TO ANY DISPOSAL PLACE AS DIRECTED BY ENGINEER – IN - CHARGE WITH LEAD OF 3 KM INCLUDING AND STACKING ETC. COMPLETE. LEAD OF 3.00 KM FOR MANNUAR OR SLUDGE ETC

PROVIDING AND FIXING IN POSITION TMT FE 500, TIE BARS PRECOATED WITH ANTICORROSIVE EPOXY PAINT OF 12 MM DIA. 70 CMS.LONG AND AT 30.00 CM. C/C AND WHEREVER DIRECTED INCLUDING HANDLING, STRAIGHTENING WRAPPING WITH PAPER OF APPROVED QUALITY FOR HALF LENGTH, NECESSARY CUTTING, HANDLING, STRAIGHTENING , SUPPORTED BY ASSEMBLY OF TMT FE 500, CHAIRS WITH PROPER ALIGNMENT ETC. COMPLETE.