Improvement to thewaterways by construction of side protection wall to the

Amount

Earthwork in excavation for desilting of rivers, nallahs, ponds etc. 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, 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 surplus excavated earth specified areas within all leads and lifts etc. as per specification & drawing and directed by the Engineer in-charge etc. complete.

Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed including providing barricading, danger lighting guarding as directed in: a) All kinds of soil

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

Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic or Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in: All Works upto plinth level

Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 Cement : 4 Coarse sand) in foundation and basement.

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

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. B) 75 mm dia

12mm cement plasters 1:4 (1 cement : 4 sand)

M/S SAMARTH CONSTRUCTIONS (BID ID -48714)

Shri Sateri Construction (BID ID -48732)

abdul latheef (BID ID -48829)