NAGAR PANCHAYAT ERACH ME NARSINGH TALAB SAUNDARYI KARAN KA KARY

Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. Si. No. 259

Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm(8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100') lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in-charge.Sl no.(253+254)

Excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special T&P such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. S.I no - 252.Ch.4

Stone Dust filling in foundation trenches as per drawing & Technical Specification including supply of all material, labour T&P etc reqd for proper completion of the work.

Cement concrete with 4cm gauge approved stone ballst approved coarse sand and cement in the proportion of 8:4:1 including supply of all material, labour and T&P etc required for proper completion of the work. S.I.No.281

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical / MORT&H specification 2504

Random course rubble masonary in 1:4 cement and coarse sand mortar in foundation and plinth, including supply of material as order by the Engineer-in-charge, labour, T&P etc, required for proper completion of work.Additional Item-2,Ch-8

Raised pointing with cement and Fine sand 1.25 F.M. mortar on brick work in proportion of 1 :2, including supply of all material, labour and T & P etc. required for proper completion of the work S.I. No.577,Ch-13

First class Brick Work with Cement mortar 1:4 (1 cement : 4 fine sand) of 1.25 FM. mortar in super structure i/c supply of all materials , labour and T&P etc .sl. No. 305.