Construction of flood protection wall to the eroded bank of nallah near Shri Dinkar Duttaram Naik house in Sy. No. 9/1 and 9/8 at Deulwada Kasarpal in Latambarcem village of Bicholim Taluka.

Earthwork in excavation by mechanical / manual means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorum of all varieties shingles, pebbles, all type of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, or weathered rock fissured/shattered, decomposed rock and all such other materials, 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. but blasting prohibited in all condition such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water / dewatering including setting out construction of shoring strutting and bracing removal of stumps and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting, gaurding etc and back filling the excavated earth to the extent required and disposing of surplus excavated soil / rock at specified areas with all leads and all lifts etc complete as per specifications and drawing and as directed by the engineer - in -charge etc complete.

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

Centering and shuttering including struttings,propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete.

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

Laterite boulder masonry in cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 garded stone aggregate of 20mm nominal size) in foundation.

Providing and fixing weep holes 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 in charge. 110 mm dia