Construction of irrigation well in the land bearing Survey No. 58/1 situated at Mencurem village of Bicholim Taluka.

Earthwork in excavation in all types of strata comprising any of the materials such as soil, silt, sand, clay gravel, mooram of all varieties shingles, pebbles all type of coglomerates, laterite rocks, soft rock, disintegrated rock, fissured/shuttered decomposed rock or weathered rock and all such other materials as described under appendix to these specification either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry moist, saturated submerged, foul conditions etc. including providing barricading danger lighting gaurding as directed by the Engineer in charge with 50 mts lead and all lifts etc as per specified and directed etc complete

Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size

Centering and shuttering including struttings, propping etc. and removal of form work for: xii) well steining.

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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.

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.