Renewal of BT road from TNPL Community hall to colony gate, Hardwood pulpmill to WTP and road patch works (millwide) at TNPL Unit I - Phase I

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)

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 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.

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 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.

CEMENT CONCRETE M25 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS FOOTING, RAFT, PLINTH BEAM, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE BELOW GROUND LEVEL AND UPTO FFL.

PROVIDING AND LAYING OF HOT APPLIED THERMOPLASTIC COMPOUND 2.5MM THICK INCLUDING REFELECTORISING GLASS BEADS @250 GMS PER SQM AREA, THICKNESS OF 2.5MM IS EXCLUSIVE OF SURFACE APPLIED GLASS BEADS AS PER IRC 35. THE FINISHED SURFACE TO BE LEVEL, UNIFORM AND FREE FROM STREAKS AND HOLES ETC., COMPLETE AS PER MORT&H SPECIFICATION NO.803 AS DIRECTED BY ENGINEER IN CHARGE.

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

Bidder Name

Amount in Words

kumaran kudil construction

Bharathi Construction

kumaran kudil construction