Vikas Khand Pauli ke Gram Panchayat Bhotaha mein Harivanshpur mein Yogendra ke ghar se Triyugi ke ghar tak CC Road nirman karya

Clearing and grubbingroad land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stackingof serviceable material to be used or auctioned, upto a leadof 1000m including removal and disposalof top organic soil not exceeding 150mm in thickness asper Technical Specification Clause 201. Non thorny jungle) ( By Mechanical Means) P.W.D. S.I. No 259

Earth Work in cutting or embankment in ordinary soil including cartage of earth from 3 Km. distance S.I. No. 253

E/W in excavation in foundation in ordinary soil including lift 1.50mtr and lead up to 30mtr and including filling watering ramming of excavated earth into the trenchesor into the space of between the building and side the foundationtrenchor into the plinth and removal and disposal of surplus earth as per direction by E/I upto a distance of 30 m from the foundation trenches includingall T&P p howerehand basket etcas per S.I. No. 251

Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. As Per PWD SI No. 281

Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. As Per PWD SI No. 305(B)

Constructionof granular sub-basebyprovidingwell gradedmaterial, spreading inuniformlayerswithmotor grader onpreparedsurface, mixing by mix in place method with rotavater at OMC,andcompacting with smooth wheeled roller to achieve the desired densit yas per clause 401(GSB Grade I)

Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4mm) to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller80-100kN in stages to proper grade and camber, applying and brooming ,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause405. (WBM III

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design, over a prepared subbase,with 43grade cement orany other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383 ,maximum size of coarse aggregate not exceeding 25mm ,mixed in a concrete mixer of not less than0.2 cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film ,wedges ,steel plates including levelling the formwork asper 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 construction joints, admixtures as approved, curing of concrete slabs for14 days