Development of existing ground in S.No. 183/0 of V.P. Mulgao in ward no. 3 at Shivolkarwada, Mulgao, Bicholim - Goa under Deendayal Panchayat Raj infrastructure development scheme

Earthwork in excavation by mechanical means (hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : (b) All types of Ordinary rock including all types of laterite rock, blasting prohibited.

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Supplying and filling in plinth under floors, trenches including watering, ramming, consolidating and dressing complete with moorum

Disposal of surplus earth & debris upto all leads including loading, unloading and stacking, The site should be identified by the contractor and obtain all statuatory approval.(A) By tipper truck including loading, unloading and stacking: (iv) Excavated rock - 5km.

Providing & laying rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & constructing laterite masonary in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level.

Providing & constructing laterite masonary in neatly dressed stones for 23 cms masonary walls in c.m 1:4 (1 cement : 4 coarse sand) in super structure from floor I upto floor V level.