Janpad Jalaun ke block Kuthond ke gram Singtauli me Road se Mohar Singh Kushwaha ke ghar tak Interlocking evam Nali nirman karya. (Under scheme B.V.N. 2025-26) Hon ble Shri Mool Chandra Niranjan Ji, MLA Madhogarh

Interlocking Road

Transportation of sub grade soilr from 5 km

Granular Sub -base with well Graded Material (Table 400.1) (A) By Mix Placed Method Construction of granular sub-base by providing well graded material, spreading in unifrom layers with motor grade on prepred surface , mixing by mix in place method with rotavator at OMC compacting with smooth Wheel roller to achieve the desired density , complet as per Technical Specification Clause 401, (Close Grade )

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

Drain work

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 12:6:1 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

Cement concrete with 20 mm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : 1including supply of all materials, labour and T&P etc. required for proper completion of the work.Ch-5 s.no. 288 new item page 40

Add informatory board

Please Enable Macros to View BoQ information