Nakha Pitch road se Nakha Gaon tak 150 mtr interlocking road ka nirman karya

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and work in embankment tobe in 20 cm. including ramming and dressing the surface to required levels and slopes & also including 1.5m lift & 30m lead including royalty required for proper completion of the work as per direction of E/I of the work including two lead & one lift etc. with royality charges (as per S.I. No. 253

Excavation in Foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling, sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches including all T&P etc. complete Rate as per S.I.No. 251

C.C. with 40 mm gauge brick balasst,C/Sand & Cement in the proportion of including 1:5:10 supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 274

M-150 Class B/W in 1:4 cement & Coarse Sand finencess modulous mortar in foundation and plinth including supply of all material, labour tools and plants. etc. required for proper completion of work. Rate as per S.I.No. 305

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and Laying of Interlocking zigzag concrete Block pavement having thickness 80mm as per SOR NS-10 page no 81

12 mm. thick plaster with cement mortar consisting of 1 part cement and 3 part of approved coarse sand. Minimum thickness not to be less than 10 mm including supply of all materials, labours and T&P SI No. 583

2.5cm thick D.P.C. 1:2:4 Ccfloor as per SI No 601B

S/F Shilanayash Board