PROPOSED CONSTRUCTION OF COMPOUND WALL

Labour charges for removing grass , thorney shrubs ,Jungli shrub ,Kubabul and alike grass along road side making the ground clean by showel and phavaras etc.complete.

Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any.

Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.

Dismantling stone masonry in lime or cement mortar including stacking them aterils as directed with all leads, lifts etc.

Providing and fixing double scaffolding system(cuplocktype)on the exterior side of building/ structure ,including additional rows of scaffolding in stepped manner as per requirement of site,made with 40mm diaM.S.tube, placed 1.5 metre centre to centre,horizontal & vertical tubes joint with cup & lock system with M.S.Tubes ,M.S. tube challis ,M.S .clamps and staircase system in the scaffolding for working platform etc.and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter.The scaffolding system shall bestiffened with bracings, runners, connecting with the building etc, wherever required, if feasible,fo rinspection of work at required locations with essential safety features for the workmen etc.,complete as per directions and approval of Engineer-in-charge.Note:-(1)The elevational area of the scaffolding shall be measured for payment purpose.(2)The payment will be made once only for execution of all items for such works.

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50m) By Manual Means

Providing preconstructional antitermite treatment as per I.S.6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.

Providing dry tray/ trap/ granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special inishis to be provided, finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic,tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)