PROVISION OF CERTAIN REVENUE WORKS AT HEMRL PUNE

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, all kinds of soil Complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, sewage line etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil, Complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in foundations, filling and mass concrete, sub base etc, Complete all as specified and as directed by Engineer-in-Charge.

Providing and laying Concrete of Concrete of M15 grade with minimum cement content of 240 kg /cum in position ready mixed or site batched design mix cement concrete for plain cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all leads, up to plinth level as per direction of the engineer-in-charge.

Material and labour for Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Below plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Centering and shuttering including strutting, propping etc. and removal of form for,Foundations, footings, bases of columns, etc. for mass concrete complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Centering and shuttering including strutting, propping etc. and removal of form for,Columns, Pillars, Piers, Abutments, Posts and Struts complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Centering and shuttering including strutting, propping etc. and removal of form for,Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick complete all as specified and as directed by Engineer-in-Charge.

Providing and laying Concrete of Concrete of M15 grade with minimum cement content of 240 kg /cum in position ready mixed or site batched design mix cement concrete for plain cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all leads, as per direction of the engineer-in-charge.