Nagar Panchyat Mehdawal ke word No. 11 me BMCT marg se Shivmandir hote hue Ganesh Mishra ke Ghar se Janardan ke Ghar ke ghar marg per C.C. Road ka Nirman Kary 02

Excavation of Foundation in ordinary soil including lift up to 1.50 meter and lead up to 30 m including filling, watering and ramming of excavated earth into the trench or into the plinth and removal and disposal of surplus earth as directed by E/I as per SI No-251.

P.C.C.in 1:4:8 cement fine sand with 40mm gauge Stone ballast.

M150 Sub class A brick work in 1:4 cement and sand mortar in Brick Work including supply of all material, labour T&P etc required for completion of the work as per SI No. 305+303

12 mm thick Plaster with cement mortar in proportion of 1:4 cement and sand of 1.25 FM over brick work minimum thickness not be less than 10 mm i/c supply of all materials, labour and T&P etc required for completion of the work. as per SI No. 584

Construction of granular sub-base by providing coarse 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 clause 401.

Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller and fill up the interstices of coarse aggregate, watering and compacting to the required dencity G-3 as per TSC 405.3

S/Laying of 125 micron polytheen seat under the concrete slab for CC Road

Laying C.C. Road slab consisting of 1:1½:3 cement, coarse sand & approved 20mm. Gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all materials, labour and T & P etc. required for proper completion of work, finished to required templete as directed by Engineer-In-Charge but excluding cost of required for rectification of the sub grade.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100") distance in directed by the E/I.

Add for Testing Cost with all complete.

Supply and Fixing of granite Inogration Stone and sign board .

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