Construction of protection wall for the tollem in Sy. No. 102-1-L, Sy. No. 102-1-M and Sy. No. 102-1 at Murda Grande, Nuvem in V.P. Nuvem in Nuvem Constituency.

Amount

Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rocks, soft rock, disintergrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. excluding blasting 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 of stump and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposing the remaining excavated soil/rock as directed by the Engineer in Charge etc. for all Leads and in 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.

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

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

Laterite boulder masonry in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate of 40 mm nominal size) 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 in charge 75mm Dia

GOVIND BHIKU NADKERNY & ASSOCIATES

Mangesh Associates