Improvement of existing Irrigation Tank in the field of Shri. Santosh Vithu Gawas bearing Sy.No. 8/2 at Zarme, V.P. Mauxi in Sattari Taluka.

Earthwork in excavation by mechanical means in all types of strata comparing any of the material such as soil, silt, sand, clay, gravel, mooram of all varieties, shingles, pebbles, all types of coglomerates, all types of laterite rocks, soft rock, ordinary rock, disintegrated rock, fissured/ shuttered rock, decomposed or weathered rock and such other materials in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated submerged, foul conditions etc. including pumping or bailing out water/dewatering incl. setting out construction of shoring strutting and bracing, removal of stump and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting guarding and back filling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within all leads and lifts etc. as per specification & drawing and directed by the Engineer-in-charge with 50 mts. lead and all lifts etc as specified and directed etc. complete.

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

Centering & Shuttering including strutting, propping & removal of formwork for : a) Foundations, Footings, bases for columns and mass concrete

Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level

Laterite Boulder Masonary in cement mortar 1:3 in Foundation.

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer incharge. b)75mm dia