Proposed Development of Open Space in Sy.no.48/3 in Vidya Enclave in Ward no.8 at Betim, Reis Magos, Bardez-Goa.

Surface dressing of ground including removing vegetation in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m.

Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building.

Refilling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.

Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

Carriage of debris from the site of work like excavated earth, rock boulders,vegetation etc, and disposing the same to a distance of 2.00Kms.including all lead and lifts etc. complete by means of tipper truck( contractor to indentify the site of disposal at his own cost and risk).

Earthwork in excavation by mechanical means (hydraulic excavator)/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 : All types of Ordinary rock including all types of laterite rock, blasting prohibited

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

Providing & laying damp proof course 25 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone agg. 10 mm nominal size).

Centering & shuttering including Strutting, Propping & removal of forms for coping Foundations, Footings, Bases for columns

Centering & shuttering including Strutting, Propping & removal of forms for coping Columns, Piers, Pillars, Aburments, Posts andstruts (square rectangle polygon in plan)