Improvement to protection wall of existing nallah near Rajaram Vaigankar house at Naikwada, Verla in Siolim Constituency.

Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, silt, gravel moorum of all varieties, shingles, pebbles, all types of conglomaretes, laterite rock, soft rock ordinary, disintegrated rock, or weathered rock, fissured/shattered decomposed rock and 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 including of chiseling, 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 strutting and bracing removal of stumps and other deleterious material providing barricading, danger lighting, gaurding dressing of sides and bottom & back filling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all lead and lifts etc. as per specification & drawing and directed by engineer-in-charge etc. Complete specified and directed etc all 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 forms for : 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. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level

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 in charge. : 75 mm dia

Earthwork in excavation for desilting of rivers, nallahs, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated 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 chiseling, wedging, etc. but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc. including setting out construction of shoring and strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and liftsetc. and as directed by engineer in-charge etc. all complete

Transportation/ carriage charges (lead):- Beyond 50m lead, the carriage has been worked out based on efficiency/ output of transportation of excavated material. : lead of 50m to 1 KM