Development around Temple Pimpal Katta, Margao in Margao Constituency.

Earthwork in excavation by mechanical means (hydraulic exca vator)/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.;All kinds of soil;All types of Ordinary rock including all types of laterite rock blasting prohibited

Refilling the p ipeline/foundat ion 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.

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

Laterite masonry 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 & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level

Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns

Centering & shuttering including Strutting Propping & removal of forms for :;Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like

Centering & shuttering including Strutting Propping & removal of forms for :;Columns Piers Pillars Aburments Posts and struts (square rectangle polygon in plan)

Centering & shuttering including Strutting Propping & removal of forms for sloping or battering surface (slabs beams louvers etc) including folded plates; Columns Pillars Posts & struts (circular or curved in plan)

Providing TMT steel reinforcement bars of (SAIL TATA. VIZAG JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.