package no: tmk-tpt-28/20-21 (st reservation work).-1 1 preparation of foundation for embankment: scarifying existing granular surface to a depth of 50mm by manual means; scarifying existing granular surface to a depth of 50mm and disposal of scarified material as per technical specification clause 301.4 with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the engineer incharge of the work (1) 857.50 (2) 857.50 sqm 1715 23.92 41022.8 2 2 construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m10 (grade), coarse and fine aggregates conforming to is:383, mixed in a concrete mixer of not less than 0.28 cum capacity laid in approved fixed side form work (steel channel, laying including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501. m-10 (grade) with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the engineer incharge of the work (1) 64.31 (2) 64.31 cum 128.62 4486 576989.32 3 3 construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 design mix m20 (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 than 0.2 cum capacity and appropriate weigh batcher 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 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, primer, sealant, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501. with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the engineer incharge of the work (1) 85.75 (2) 85.75
