Road patch work for the existing damaged BT road from product gate to state highway at TNPL Unit II

Amount

THOROUGHLY PICKING THE EXISTING BT SURFACE AND COMPACTION BY USING EARTH RAMMER. RATE INCLUDES LABOUR CHARGES, MACHINERY HIRE CHARES AND ALL OTHER INCIDENTAL CHARGES ETC., COMPLETE.

PROVIDING AND LAYING OF "WET MIX" MACADAM BASE COURSE OF 100 MM THICK COMPACTED THICKNESS 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 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 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.

PREPARE THE ROAD SIDE BERM SURFACE (BOTH SIDES) AND DO EARTH CUTTING / FILLING TO LEVEL FOR A WIDTH OF 1.5 MTR AND ROLLING WITH 10 MT ROAD ROLLER.

Bidder Name

Amount in Words

SMBS INFRA DEVELOPERS (BID ID -1379668)

KUMARAN KUDIL CONSTRUCTIONS (BID ID -1378296)

SMBS INFRA DEVELOPERS (BID ID -1379668)