Construction of Irrigation Well in the field of Shri Arjun Ganesh Gawade in Sy.No. 58/8 at Karanzol V.P. Sanvordem in Sattari Taluka

Earthwork in excavation by mechanical means in all types of strata comparing any of the material such as soil, silt, sand, clay, gravel, mooram of all varieties, shingles, pebbles, all types of coglomerates, all types of laterite rocks, soft rock, ordinary rock, disintegrated rock, fissured/ shuttered rock, decomposed or weathered rock and such other materials in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated submerged, foul conditions etc. including pumping or bailing out water/dewatering incl. setting out construction of shoring strutting and bracing, removal of stump and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting guarding and back filling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within all leads and lifts etc. as per specification & drawing and directed by the Engineer-in-charge with 50 mts. lead and all lifts etc as specified and directed etc. complete.

Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing the cost of centering, shuttering, finishing and reinforcement with 1: 11/2 : 3 (1 cement: 11/2 coarse sand: 3 graded grantic or basaltic aggreate 20mm nominal size.

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

Centering and shuttering including struttings, propping etc. and removal of formworks for: v) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth neams not exceeding 1m in depth.

Centering and shuttering including struttings, propping etc. and removal of formworks for: xii) well steining

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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.

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in charge.

Earthwork in excavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 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 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in: a) All works upto plinth level.