Tender For Culvert Civil Work. Excavation Of Hume Pipe And Transferring, Anand-Gujarat

Tender For Culvert Civil work. Excavation of Hume pipe and Transferring -1 BLOCK REOPEN AND PUT A SITE LOCATION 2 EXCAVATION FOR FOUNDATION MAX.2.7M DEPTH INCLUDING SORTING OUT AND STACKING OF USEFUL MATERIALS AND DISPOSING OFF THE EXCAVATED STUFF UPTO 100 METER LEAD. (TAKE OUT HUME PIPE) 3 PROVIDING & LAYING RUBBLE SOLING 230 MM AND OR OF SPECIFIED THICKNESS WITH VOID FILLING WITH CEMENT MORTAR 1:6 CEMENT MORTAR 1 PART CEMENT AND 6 PART SAND. WATERING AS REQUIRED, ETC. WITH COMPACTION WITH TO ACHIEVE MAXIMUM COMPACTION TO RECEIVE PCC/RCC ON TOP. 4 PROVIDING AND LAYING CEMENT CONCRETEM M10 1:3:6 (1-CEMENT, 3-COARSESAND 6-STONE AGGREGATES 25 MM NOMINAL SIZE) INCLUDING VIBRATING, FINISHING, AND CURING ETC. 5 PROVIDING AND LAYING CONTROLLED CEMENT CONCRETE M25 1:1:2 (1-CEMENT, 1 COARSESAND, 2 STONE AGGREGATES 25 MM NOMINAL SIZE) INCLUDING VIBRATING, CURING AND FINISHING, ETC. 6 PROVIDING AND CONSTRUCTING FIRST CLASS BURNT BRICK MASHONARY OF THICK 230MM AND ABOVE IN CEMENT MORTAR 1:6 (1 PART CEMENT, 6 PART SAND). INCLUDING RAKING OUT JOINTS, STAGING, SCAFFOLDING AND CURING, ETC. 7 PROVIDING AND APPLYING SMOOTH FINISH PLASTER IN CEMENT MORTAR 1:4 (1 PART CEMENT, 4 PART SAND) OF18MM MINIMUM THICKNESS. ON VERTICAL AND HORIZONTAL OR OBIQUE SURFACES INCLUDING SCAFFOLDING, CURING AND FINISHING SMOOTH WITH CEMENT SLURRY ETC. 8 PROVIDING AND APPLYING MANHOLE R.C.C. COVER WIT FRAME 930 X 930 MM, MINIMUM 10 TON CAPACITY 9 SHUTTERING SHALL BE LINE AND LEVELING, WATERTIGHT, WHEREVER DIRECTED PLYWOOD LINED TIMBER SHUTTERING SHALL BE USED AT NO EXTRA COST. ALL THE JOINTS OF FORM WORK SHALL BE SEALED AS PER INSTRUCTION OF CLIENT AT NO EXTRA COST. THE RATE SHALL INCLUSIVE DE-WATERING, CENTERING AND FORM-WORK FOR ANY SIZE AND SHAPE, SCAFFOLDING, MACHINE MIXING, HOISTING MANUALLY OR BY MEANS OF MECHANIZED EQUIPMENT, CONSOLIDATING BY RODDING, TEMPING, VIBRATING, CURING, STRIPPING, INCLUDING HACKING, ROUGHENING OF CONCRETE SURFACE FOR RECEIVING PLASTER OF ANY OTHER FINISH, FORMING, OPENINGS AND NICHES FOR WHEREVER NECESSARY EMBEDDING ALL TEST ON SAME AND OTHER MATERIALS AS AND WHEN DIRECTED AT NO EXTRA COST. IF HONEYCOMBING OR EXPOSED REINFORCEMENT AFTER CASTING IN RCC FOUND,CONTRACTOR SHALL APPLY INJECTION GROUTING FREE OF COST. CONTRACTOR SHALL APPLY RE-PLASTERING ALONG WITH THE SPECIFIED ADMIXTURES ON SUCH DEFECTS OF RCC ONLY AFTER ADVICE FOR SITE ENGINEER WITHOUT ANY EXTRA COST AND INCULDING SHUTTERING AN DESHUTTERING. 9.1 RAFT SHUTTERING 9.2 PARDI SHUTTERING 9.3 SLAB SHUTTERING 10 USE TO FE 500 ISI STEEL BENDING AND BINDING WITH BENDING WIRE 11 FILLING AVAILABLE EXCAVATED EARTH TOP LEVEL TO CULERT BOTTOM LEVEL 12 DEMOLATION BRICK WORK 13 BLOCK REFITING WITH DUST LAYING

INR 2360 /-

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