Gram Heerapur Divara Block Maheba Janpad Jalaun me Dadiya mandir se Rahu 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 5.00 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

Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain cement concrete pavement, thicknees as per design, over a prepared subbase, with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not excedding 25 mm, mixed a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (Steel channerl, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibratorn and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant to dowel bars, near approaches to bridge/culvert and construction joints as approved , curing of concrete slabs for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501

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)