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| 1 | Clearing grass /shrubs and weeds up to height of 1.5m anywhere inside the port premises includingremoval of rubbish up to a distance of 50m outside the periphery of the area cleared including all cost of labour, fuel, transport, tools, equipments, loading and unloading etc complete as directed at site by the Engineer - in - charge from time to time |
| 2 | Trimming and removal of fallen/ obstructing trees of the girth up to and including 60cm (measured at a height of 1 m above ground level), including cuttingof trunks and branches and stacking of serviceable material and disposalof unserviceable material including all cost of labour, fuel, transport, tools, equipments, loading and unloading etc complete as directed at site by the Engineer - in - charge |
| 3 | Painting Kerb wall and centre median (old work) with two coat of synthetic enamel paint of approvedbrand and manufacture of requirement colour to give an even shadeas per the requirment inside the port premises including all cost of materials, labour, fuel, transport, tools, equipments, loading and unloading etc complete as directed at site by the Engineer - in - charge |
| 4 | Replacing the damaged drain/cable chase slabs of maximum size of 2.5m x 0.3m x 0.2m availableinside the port premises as directed by Engineer-in- Charge including cost for JCB/Hydra crane, tractor, tools & pant, labours etc required to complete the work satisfactorily including all cost of labour, fuel, transport, tools, equipments, loading and unloading etc complete as directed at site by the Engineer - in - charge |
| 5 | Earth work in excavation by mechanical means Hydraulic excavator/ Manual means over area (exceeding 30cm in depth, 1.5m in width as well as 10 sqm in plan for providing storm water drain including getting out and disposal of excavated earth lead upto 50m andfor all lift including all cost of labour, fuel, transport, tools, equipments, loading and unloading etc complete as directed at site by the Engineer - in - charge |
| 6 | Cleaning the open storm water drains by removing mud accumulated and vegetations growths per the instruction of the Engineer-In-Charge including cleaning the area about 1m wide along both sides of the drain and disposal of waste materials within the lead of 2KM including the cost of hiring charges for tractor with trolley, labours, tool & plant, disposal of waste materialsetc required to complete the worksatisfactorily |
| 7 | Replacing the damaged paver block pavement inside the port premises including Taking out existing Cement Concrete interlocking paver blocks from damged protion of yard including removal of rubbish etc. disposal of unserviceble material and staking of serviceable materials within 50m leas as per the direction of Engineer-in-Charge including Laying old cement cocrete interlocking paver blocks of any design/ shape laid in requiredline, level, curvature, colour and pattern over and including 50 mm thick compacted bed ofcoarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge. (Old CC paver blocks shall be supplied by the department free of cost with in lead of 500m). |
| 8 | Cleaning the spilled soil over the road by maually/mechnically per the instruction of the Engineer-In-Charge including cleaning disposal ofmaterials within the lead of 2KM including the cost of hiring charges for manpower, tractor with trolley, labours, tool & plantetc required to complete the worksatisfactorily |
| 9 | Engaging JCB as per the instruction of Engineer-In-Charge inside the port premises includingthe cost of hiring charges for JCB, operator cost, contrctro profit etc required to complete the worksatisfactorily Note:- The payment shall be paid based on the log-book basis, maintenance during the execution of work |
| 10 | Engaging tractor with trolley with four numbers labours on need basis as per the instruction of Engineer-In-Charge inside the port premises includingthe cost of hiring charges for JCB, operator cost, contrctro profit etc required to complete the worksatisfactorily Note:- The payment shall be paid based on the log-book basis, maintenance during the execution of work |
| 11 | Providing and laying Bituminous concreteas per the MoRTH\"s latest specifications for laying the speed breakers inside the port premises as per the fig -2 of IRC:99-1988 including dismantling & removing the existing damged bituminious speed breakers, providing and laying tack coat over cement concrete pavementsurfaceusing 3.5 kg of Bitumen Emulson for 10 sqm.area including labour, tools, plants, equipments, transportation, safety measures and incidental as necessary to complete the work as per IRC:99-1988 Specifications |
| 12 | Providing and laying Bituminous concreteas per the MoRTH\"s latest specifications for repairing the potholes/depressions inside the port premises including removing the existing damged road portion and cut in regular shape, cleaning including labour, tools, plants, equipments, transportation, safety measures and incidental as necessary to complete the work |
| 13 | Manufacturing,supplying and fixing of Retro-Reflective sign boards (viz., lane direction,speed limit,caution board,cargo description board,awareness board etc.,)rectangular corner of various size made out of wide angle cube corner micro prismatic grade sheeting confirming to IRC 67:2010 & Type XI standards of ASTM D 4956-09 specification and fixed over 2 mm thick alumimum sheet back support frame of stainless steel supported by 25 NB stainless steel pipe all around and 50NB pipe vertical post firmly fixed to the ground by means of foundation with PCC 1:2:4 (1 Cement :2 sand :4 blue metal)20mm.of size 1.20 x 0.30x 0.75 m etc.including earth workexcavation for embedding the pedestal into ground.The information meassge shhall be made out of cut out letters in green/ blue/red colour transparent overlay film as per IRC67-2010 Guidelines.The board should be supported by 2 nos.vertical 50.8mm dia ss 16swg 304g pipe.The height of the pipe should be 2.60m.The pipe should be embedded into the concrete for a depth of 450mm.The pipe should be protrude 200mm above the board.At the top of the pipe 100mm dia 16 swg SS ball shoud be fixed.The Board should be supported all-around by 25.4mm dia SS 16 swg 304 g pipe.Electro cut film recto reflective shee, pietogram screen printing to print the \"NAME\" in Tamil.Hindi and in English in order from the board including all labour,materials,tools,plants,equipment etc.complete. |
