PMAGY Grant

Name of the Work: Road need to be Constructed at Pedda SC Peta Burial ground in Patharlagadda(V) of Karapa(M) Est cost Rs 6.00 Lakhs Forming embankment with borrowed useful selected earth/ gravel/quarry rubbish from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m.

Collection & Supply of well graded/Close Graded Grading III material confirming to Table 400.1 of MORD for Construction of granular sub-base and Compaction of collected closely graded material Grade III to OMC using 8-l0T Static Road Roller with required waterings and keeping the rolled surface wet for a period of 15 days as per standards for sub base (CSSR) complete as per Technical Specification Clause 401 MORD, But excluding GST & Seignorage charges.

.Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M20 (Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel, 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 plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 including seignorage charges.(without dowel bars)

Collection & Supply of Selected Earth including cost,conveyance, seigniorage and labour charges and stacking to Departmental guage for pre-measurements for blindage, shoulders , by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.