VIKASH KHAND JAKHANIYA ME GRAM PANCHAYAT JALALABAD ME INARU YADAV KE MAKAN SE PICH ROAD SE DURGA MANDIR HOTE HUE KAMLESH YADAV KE MAKAN TAK C.C. ROAD KA NIRMAN KARY

E/w in excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m and including filling watering ramming of excavated earth as per SINO 251

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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 Technical Specification Clause 401.

M-150 brick work in 1:6 cement and fine sand mortar in foundation and plinth including supply of all materials, labour, tools and plants etc as per Si no 303

12mm thick plaster with cement mortar in proportion of 1:4 cement and fine s4and over brick work minimum thickness not be less than 10mm including supply of all materials, labour and t&p etc as per Sino584

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm 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 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm

construction of unreiforceddowel jointed at expansion and construction joints only plain cement concretepavement thickness as per design over a prepaired sub base with 43 Grade cement or any other type as per clause 1501.2.2 M30(Grade)coarse and fine aggregates conforming to IS383 Maximum size of coarse aggregate not exceeding 25mm mixed in aconcrete mixer of not less than o,2 cum capacity and approprite weigh batcher using approved mixed design laid in approved fixed side formwork(steel channel,laying andfixing of 125 micron polythene film,wedges, steel plate including lavelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips,primer,sealant,dowel bars,near approaches to bridge/culvert and constrution joints,admitures as approved,curing of concrete slabs for 14-days,curing compound(when specified) and water finishing to lines and grade as per drawing and technical specification clause 1501

Supply&fixing of sign board

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