Southern Railway Tender

CC pathway & Shifting of Side drain in TJ station

Collection and supply of soil (as per specifications) for forming/ widening/extension/ raising of platform by contractor's vehicles or other means including excavation from earth quarries outside the Railway limits as approved by Engineer's representative, spreading the earth in layers of 15 cm, sectioning to standard profile, consolidating including removing and rooting out shrubs, jungles etc., manually or mechanically if any required at site of work with all labour, tools and plant, cutting equipments, vehicles, consumables, lead, lift, descent, seignorage charges, conveyance from the place of availability etc, loading, unloading, along side the track in site of work within Railway limit, dumping, spreading and consolidation charges, track crossing if any., 1 and incidental charges etc., complete by the contractor and as directed by the Engineer's representative. 1.The specifications of soil to be used should be as under:- The soil to be used in the works should be well graded gravel (GW) or poorly graded gravel (GP) or well graded sands (SW) or poorly graded sands (SP) as per IS:1498-1970 soil classification and that it should contain soil particles finer than 75 microns a minimum of 10% and a maximum of 20% and that the minimum unit dry density of the soil should be 1.80 gram/cubic centimetre. 2.Payment will be made for the quantity assessed by cross section method only. 3.Initial cross section at regular intervals to be taken by Engineer's representative jointly with the contractor and to be recorded for measurement purposes. 4.The quantity of earth work furnished is only the net quantity. The contractor shall ensure that sufficient quantity is collected to get the finished form of the work. 5.Exact location and quantity of hard soil/red earth to be stacked/unloaded will be intimated by Engineer's representative during execution.

Vacuum dewatering of all types &grade concrete by mechanical means including draining out the 2 suckedexcess water from concrete & thenfinishing the surface smooth withmechanical trowelling with suitableequipment etc. complete. Themethodology to be adopted will be asper user manual of dewatering &trawling machine and as directed byEngineer.