Construction of CC Roads and Side Drains in Tellabadu Village of Maddipadu (M)

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD

Construction of Granular Sub-Base by providing well graded HBG material (Grading III material) (Table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 402 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of Engineer in charge.1 , including Over Head But excluding Seignorage Charges and GST desired density, complete as per Technical Specification Clause 401 MORD / MORTH. but excluding VAT & Seigniorage charges. desired density, complete as per Technical Specification Clause 401 MORD / MORTH. but excluding VAT & Seigniorage charges.

Construction of un-reinforced, dowel 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 1501.2.2 M30 (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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

Collection and Supply of selected Earth and Spreading the same unstrom thickness including watering tamping etc., Complete for r Shoulders.