ZPGF 15% SC

Filling HBG Stone Chips 2.36 mm and in below foundation strenches as per drawing and technical specification clause 305 3.9 MORD and 304 MORTH

Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification inclluding 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, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 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, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, 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 for road

Filling with Quarry rubbish, sectioning,watering for shoulders including cost and conveyance of all materials and labour harges for spreading the collected (Quarry Rubbish) etc., complete

Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including Cost and conveyance of bars from approved sources to site of work with all taxes complete for finished item of work (APSS No.126) in all floors except Unskilled Labour (CSSR)