Gram Tadva Block Maheba Janpad Jalaun me Devi mandir ke samne se hote hue Ghanshyam Prajapati ke ghar ki or CC/Interlocking evam nali ka nirman karya (Under scheme B.V.N. 2025-26) Hon ble Shri Vinod Chaturvedi Ji, MLA Kalpi

Earth work in filling in sub grade ,earth transported from 1.00 km distance & mechanically compacting with road roller or iron hammer I/c hire and fuel charges of roller and I/c all materials, labour , T&P , all taxes etc all complete as per directed by Engineer in charge.

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 roatvator at OMC and compacting with smooth wheel roller to achieve the desiersd density, complete as per technical specification Clause 401

Providing laying spreading and compacting stone aggregates of specific size 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 class 405

Laying of 80 mm thick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete.

Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.

Filling of Stone Dust /Sand having P.I. less than 5 in Foundation or for Stabilization of Sub grade i/c all materials ,labour, Sprinkling of water as required , T&P ,royalty, all taxes etc. required for proper completion of Work.

Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 1:5:10 i/c all required for proper completion of work as per directed by Engineer in charge.

Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305

12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.58 (ii)