Improvement of nallah at Igorjewaddo and Dongorwaddo in Fatorda Constituency

Amount

Earth work in excavation in all type of strata comprising any of the materials such as soil, silt, sand , clay gravel,moorums of all varities shingles , pebbles all type of conglomerates , laterite rock, soft rock, disintegrated rock, fissured shattered, decomposed rock or weathered rock and all such other materials, as describe 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 convenient or permitted inclusive of chiselling , 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 lumps and other deleterious matters, dressing of side and bottoms and back filling the excavated earths to the extent required and disposing the surplus excavated soil/rock as directed by Engineer in charge for all leads and in all lifts as specified and directed etc. complete.

Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50mts lead.

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 : a) Foundations, footings, bases for columns and mass concrete.

Providing & laying cement 1:2:4 (1 cement : 2 coarse sand : 4 graded granitic or baseltic stone aggregate, 20mm , nominal size), excluding cost of centering & shuttering & finishing in a) All works upto plinth level

Providing & layingin position (1:11/2 :3) Reinforced cement concrete excluding the cost of centering, shuttering , finishing and reinforced (1 cement : 11/2 coarse sand : 3 graded stone aggregate, 20mm , nominal size) a) All works upto plinth level

ProvidingTMT steel reinforcement bars of (SAIL, TATA, VIZAG, JSW steel ltd) ( Confirming to IS 1786 of 1986 ) for RCC work (conforming to I.S. 1786 of 1986) including bending , binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

12mm cement plaster 1:4 (1 cement: 4 fine coarse sand)

Laterite mansonry in neatly dressed stones of size as specified in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and basement

Pointing on stone work, with cement mortar 1:3(1 cement : 3 fine sand) a) flush pointing

M/S Hussain Constructions Pvt.Ltd.