Poynar M.I. Project Tal Khed Dist Ratnagir Construction of balance work Of Poynar Dam And its Components Tal Khed Dist Ratnagiri.

Item No. 1 :- Clearing and removing grass , bushes & shurbs etc. and stacking the stuffs as directed with all leads & lifts.

Item No. 2 :- Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed.(excluding extra material required for refilling) 1)above 90 cm to 1.5 girth

Item No. 3 :- Excavation in soft strata including boulders upto 0.60 m dia. (0.113 cm ) for canal, seating of embankment , filter drains / catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials , machinery,labours, dressing bed and side to required level and profile etc. complete with lead upto 1 Km and lift as directed

Item No.4:- Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto1km and all lifts as directed

Item No.5:- Providing cut off trench filling using selected impervious soil from approved borrow areas (Government acquired land) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead upto1 km and all lifts as directed.

Item No.6:-Providing and constructing longitudinal and cross graded filter drains using sand and 20mm down approved clean, hard, graded aggregates satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts.

Item no.7:- Providing hearting embankment using selected impervious soil from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 % of Proctor density using vibratory compactor including cost of water etc., complete with lead upto1 km for water and all lifts as directed.

Item No.8:-Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of 150 mm thick sand layers and 200 mm thick 20mm down coarse approved clean, hard, graded aggregates satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete as per specifications and approved drawings with lead up to 1 km and all lifts as directed .

Item no.9:- Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead upto1 km for watering and all lift. as directed