Agricultural Marketing Department Tender

Providing elevations Pulivendula;Filling with Carted Gravel in trenches, sides of foundations basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of sand / gravel for finished item of work. (APSS No 309 310).

Providing elevations Pulivendula;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 400.12 and Technical Specification Clause 406 MORD/MORTH. - By Mechanical Works with 1 Km lead Rural Works vibratory roller 80-100 kN @ 60 cum per hour

Providing elevations Pulivendula;Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base,as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of corse aggregate not exceeding 25mm and cement content in the mix to be not less than 330 kg/cum (Ordinary Portland Cement) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, bitumenous sealant, add mixers as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.2.2 including cost of all materials, labour, conveyance, hire charges of machinaries etc., complete as per direction of Engineer-In-Charge for CC payment inculding overheads, contractor profit but excluding seignorage charges and GST for 170mm thick with 3.25m joint spacing