Municipality Tender

chikatla veeresham;Construction of 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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity 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 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 for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

chikatla veeresham;Plain Cement concrete (1:4;8) using 40 mm metal with concrete mixture nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work

chikatla veeresham;Supply and Filling of Quarry Rubbish as per drawing and technical specification Clause 305.3.9 MORD & 304 MORH including cost,conveyance etc.,

chikatla veeresham;Removal of unsuitable soil including earth work excavation with hydraulic excavator of 0.9Cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirement of lines grades and cross sections and transporting to the embankment location with all lifts and lead up to 1000m as per techinacl specifications Clause 302.3 MORD/301MORTH.