Civil related works for roundabout and divider in various area of Pugalur Municipality under CSR

Amount

EARTH WORK EXCAVATION IN ALL SOILS AND SUB SOILS EXCLUDING ROCK INCLUDING BACKFILLING IN SIDES OF FOUNDATIONS AND BASEMENT, WATERING, CONSOLIDATION, INCLUDING DEWATERING WHEREVER NECESSARY, ETC., AND DISPOSING OFF THE SURPLUS EARTH WITHIN A LEAD OF 40 MTRS AS DIRECTED IN DEPTH FROM GROUND LEVEL TO -2 MTR.

TRANSPORT EXCAVATED EARTH / OTHER DEBRIS FROM INSIDE THE PLANT PREMISES AND FILL IN LOW LYING AREAS, INCLUDING SPREADING, LOADING, UNLOADING (25% VOIDS TO BE DEDUCTED IN LORRY/TRACTOR MEASUREMENTS)

SUPPLYING AND FILLING OF EARTH BROUGHT FROM OUTSIDE AREA INCLUDING LOADING, UNLOADING, SPREADING WITH DOZER, LEVELING, WATERING AND ROLLING WITH 10MT POWER ROLLER, CONSOLIDATING THE LAYERS OF 250MM THICK EACH (25% VOIDS TO BE DEDUCTED IN LORRY/TRACTOR MEASUREMENTS) TO ACHIEVE 90% OPTIMUM PROCTOR COMPACTION DENSITY. (SOIL CORE TEST SHALL BE CARRIED OUT IN EACH AND EVERY LAYER).

CEMENT CONCRETE 1:4:8 USING 25MM DOWN GAUGE BLUE GRANITE AGGREGATE IN FOUNDATIONS, MUD MAT, FLOORING EXCLUDING SHUTTERING BUT INCLUDING RAMMING, LEVELLING, CURING ETC., COMPLETE.

FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD / STEEL SHUTTERING FOR ALL TYPES OF SHUTTERING WORKS LIKE FOOTING, RAFT, PLINTH BEAM, ETC., AS "PLASTER FREE FINISH" BELOW GROUND LEVEL AND UPTO FFL.

SUPPLY AND LAYING OF FLY ASH BRICKS IN SUPER STRUCTURE IN CM 1:6 INCLUDING SCAFFOLDING, CURING ETC., COMPLETE ABOVE +0.00 MTR TO +7.00 MTR

PREPARE SURFACES OF WALLS AND PLASTER INTERIOR, EXTERIOR AND TOP FACES WITH CEMENT MORTAR, 12MM THICK IN CM 1:4 INCLUDING NECESSARY SCAFFOLDING AND CURING ETC., COMPLETE FROM FFL TO +7.00 MTR LEVEL.

PROVIDING AND LAYING OF "WET MIX" MACADAM BASE COURSE OF 150 MM THICK COMPACTED THICKNESS IN SINGLE LAYER WITH STONE AGGREGATE AND GRANULAR POWDER OF QUALITY SIZE WITH MORTAR AND COMPACTION WITH VIBRATING ROLLER OF 80 TO 100 KN STATIC WEIGHT WITH SLOPE, GRADIENT AND SAFETY AS PER INSTRUCTION OF ENGINEER INCHARGE.

PROVIDING AND LAYING 50 MM CONSOLIDATED THICK BITUMINOUS MACADAM USING 0.20 CUM OF 26.50 – 13.20 MM, 0.43 CUM OF 13.20 – 2.36 MM AND 0.08 CUM OF 2.36 MM & BELOW SIZE IRC METAL WITH 37 KGS OF VG30 / VG40 BITUMEN FOR PREMIXING PER 10 S.QM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO CMP SITE, HEATING THE BITUMEN AND AGGREGATE TO REQUIRED TEMPERATURE AND MIXING THEM IN REQUIRED TEMPERATURE IN CENTRAL HOT MIX PLANT 20-30 TONE CAPACITY, CONVEYING THE MIX BY TIPPLER TRUCKS TO PAVER SITE, SPREADING THE MIX TO UNIFORM THICKNESS OF 50MM AFTER COMPACTION WITH MECHANICAL PAVER TO THE SPECIFIED GRADES AND CROSS AND SECTION AND CONSOLIDATED BY 8-10 TONE VIBRATORY / PNEUMATIC ROLLER TO THE REQUIRED DENSITY ETC., INCLUDING LABOUR FOR ATTENDING TO PAVER TO SITE ETC., INCLUDING HIRE CHARGES AND FUEL CHARGES FOR 20-30 T CMP WITH BITUMEN BOILER, TIPPLER TRUCKS, PAVER FINISHER / 9M PAVER FINISHER, VIBRATORY / PNEUMATIC ROLLER AND ALL OTHER TOOLS AND PLANT REQUIRED, INCLUDING FUEL AND ALL OTHER INCIDENTAL CHARGES ETC., COMPLETE AS PER SPECIFICATION.

PROVIDING AND LAYING BITUMINOUS CONCRETE TO 30MM COMPACTED THICKNESS USING 0.13CUM OF 19.00-9.50MM, 0.17CUM OF 9.50- 2.36MM AND 0.26CUM OF 2.36 AND BELOW WITH 50.30KGS OF VG40 BITUMEN FOR PREMIXING PER 10SQM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO CMP SITE, HEATING THE BITUMEN AND AGGREGATE TO REQUIRED TEMPERATURE AND MIXING THEM IN REQUIRED TEMPERATURE IN CENTRAL HOT MIX PLANT20- 30 TON CAPACITY, CONVEYING THE MIX BY TIPPER TRUCKS TO PAVER SITE, SPREADING THE MIX TO UNIFORM THICKNESS OF 40MM WITH MECHANICAL PAVER TO THE SPECIFIED GRADES AND CROSS SECTIONS AND CONSOLIDATED BY 8-10 TONE VIBRATORY ROLLER TO THE REQUIRED DENSITY ETC., INCLUDING LABOUR FOR ATTENDING TOP OVER TO SITE ETC., INCLUDING HIRE CHARGE SAND FUEL CHARGES FOR 20- 30T CMP WITH BITUMEN BOILER, TIPPER TRUCKS, PAVER FINISHER, VIBRATORY ROLLER AND ALL OTHER TOOLS AND PLANT REQUIRED, INCLUDING FUEL AND ALL OTHER INCIDENTAL CHARGES ETC., COMPLETE AS PER SPECIFICATION USING CMP AS DIRECTED BY ENGINEER INCHARGE.

DISMANTLING OF RCC M20/M25 CONCRETE DISMANTLING OF RCC M20/M25 CONCRETE WITH BREAKERS AND CUTTING OF THE STEEL REINFORCEMENTS, ETC., AND DISPOSE OFF THE DEBRIS TO A LEAD OF 2 KM APART AS DIRECTED

SUPPLYING AND FIXING OF SS 304 HANDRAILS WITH 40MM DIA AS VERTICAL AND TOP RAIL & 25 MM DIA IN THREE ROWS IN THE MIDDLE INCLUDING GROUTING THE LEGS WITH EPOXY MORTAR, BUFFING, POLISHING, ETC., COMPLETE.

SUPPLY AND FIXING OF SS304 RAILING DESIGN TO BE PROVIDED BETWEEN THE VERTICAL SUPPORT PIPES, ALONG THE HORIZONTAL HANDRAILS, AS INSTRUCTED BY THE ENGINEER-IN-CHARGE. THE RAILING DESIGN SHALL RANGE BETWEEN 18" TO 24" IN WIDTH AND A MAXIMUM HEIGHT OF 18". THE RATE SHALL INCLUDE ALL CONSUMABLES, LABOUR, TOOLS, ETC., COMPLETE AS DIRECTED.

THOROUGHLY PREPARE THE SURFACE OF THE WALLS USING WIRE BRUSH, EMERY SHEETS AND APPLY ONE COAT OF CEMENT PRIMER OF APPROVED QUALITY AND TWO COATS OF SYNTHETIC ENAMEL PAINT OF EITHER BERGER, ASIAN, SHALIMAR, ICI DULUX (INDUSTRIAL QUALITY) OF APPROVED COLOUR INCLUDING COST OF ALL MATERIALS, LABOUR CHARGES, PAINT AND ALL OTHER INCIDENTAL CHARGES ETC., COMPLETE AT ALL LEVELS.

PROVIDING MANPOWER ASSISTANCE FOR ATTENDING MISCELLANEOUS CIVIL AND STRUCTURAL WORKS – HELPER FOR MASON / PLUMBER / CARPENTER / FITTER / WELDER, ETC.,

PROVIDING AND LAYING TACK COAT OVER EXISTING BT SURFACES USING 2 KG OF BITUMEN EMULSION (RS1) PER 10 SQM AFTER THOROUGH CLEANING THE EXISTING SURFACE FOR PREPARATORY TO ANOTHER BITUMINOUS CONSTRUCTION OVER IT INCLUDING COST OF MATERIALS, LABOUR CHARGES, RENTALS OF MACHINERY, FUEL AND ALL OTHER INCIDENTAL CHARGES ETC., COMPLETE AS DIRECTED BY ENGINEER INCHARGE.

PROVIDING AND LAYING TACK COAT OVER WBM/WMM SURFACE (TREATED WITH PRIMER) USING 2.50KG OF BITUMEN EMULSION (RS1) PER 10 SQM AFTER THOROUGH CLEANING THE EXISTING SURFACE FOR PREPARATORY TO ANOTHER BITUMINOUS CONSTRUCTION OVER IT INCLUDING COST OF MATERIAL, LABOUR CHARGES, RENTALS FOR MACHINERY, FUEL AND ALL OTHER INCIDENTAL CHARGES ETC., COMPLETE AS DIRECTED BY ENGINEER INCHARGE.

HIRING OF JCB BACK HOE EXCAVATOR WITH OPERATOR FOR ALL TYPES OF WORKS.

Bidder Name

Amount in Words

TR CONSTRUCTIONS (BID ID -1528174)

R.GANESAN (BID ID -1528181)

Bharathi Construction (BID ID -1525940)

RAJ BUILDERS (BID ID -1525984)

TR CONSTRUCTIONS (BID ID -1528174)

R.GANESAN (BID ID -1528181)

RAJ BUILDERS (BID ID -1525984)