Uttarakhand Agricultural Produce Marketing Board Tender

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 3-4

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel 4-11-1

Cement Concrete (PCC M-30) Pavement:-Construction of Un-reinforced, Cement concrete pavement, thickness asper design, over a prepeared sub base with 43 grade cement or any othertype PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed inaconcrete mixer of not less then 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixed side formwork(Steel channel, laying and fixing of wedges, steel plates including levellingthe formwork and laying and fixing of 125 micron thick polythene film, asper drawing), spreading the concrete with shovels, rakes, compacted usingneedle, and plate vibrators, finished in continuous operation and curing ofconcrete slabs for 14 days, using curing compound where specified andwater finishing to lines and grade as per drawings and technicalspecifications. 2-3 MISCE

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 12-3