Ward no 50 Dadiyapura Janpad Jhansi me Badagaon Gate Bahar Door Baba Hanuman ji mandir ke pichhe shri Boby Panchal ke makan se shri Sumit Panchal ke makan se hote hue shri Anshu Panchal ke makan tak apex road ka nirman karya. Under scheme B.V.N. 2025

Earrth work in cutting or In embankment Filling In ordinary soll, 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 and dressing the surface to be required levels and slops and also including 1.5 metre (5 fts) lifts and 30 m. (100') lead. The earth from cutting to be used in making filling or to be disposlted as spoil banks within 30 metres (100 fts) distance as directed by engineer-in-charge. (Rate is Excluding Royality.)

Transportation of sub grade soilr from 5 km

WBM GRADE -3 Providing ,laying , spreading and compacting stone aggregates of specific sizes to water bound macadom specification including in unifrom thikness hand paking rolling with smooth Wheel roller 80-100 KN in stages to proper grade and camber , applying and brooming ,tone screening to fillup the interstics of the coarse aggregate, watering and compacting to achieve the desired density , Grade -3 as per Technical Specification Clause 405 .

Providing and laying 80 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. sqm 951.00

Excavation in foundation in ordinary soil (loam caly, or sand). Including lift upto 1.5 mt. (5 ft.) and lead upto 30 mt. (100 fts.) and including filling waterning and raiming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and dispsal of surplus earth as directed by the engeeneer in-charge upto a distance of 30 mt. from the foundation and trenches. SI-257

Concrete with 4 mm. (1.5") gauge Stone ballast fine local sand of 1.25 Fitness modulouse and cement in Proportion of 6:3:1 in foundation and under floors including supply of all materials labour and T&P etc. required for proper completion of the work. (6:3:1)SI No. 280 Page 39

M-150 class brick work in 1:4 cement & coarse sand mortar in foundation up to plinyh as per S.No 303 +305,Ch-6

12 mm thick plaster 1:4 cement and corase sand mortar including supply of all material labour T&P etc.as per ch-13 SI-17.59