improvement of existing tali in sy.no. 38/6 at bhuipal, vp honda in sattari taluka.-1 earthwork in excavation by mechanical means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorums of all varities shingles, pebble all type of conglomerates, all types of laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials, as described under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted including of 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, including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of side and bottoms and back filling the excavated earths to the extent required and 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 etc. complete. 2 rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. 3 centering & shuttering including strutting, propping & removal of formwork for :a) foundations, footings, bases for columns and mass concrete 4 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 5 12mm cement plaster 1:4 (1 cement : 4 fine sand)