C/O Link road Baddramman to Banoli Km. 0/0 to 3/500

Amount

Providing, laying,spreading and compacting 75 mm (Seventy five millimeter ) thick stone aggregate size 53mm to 22.4 mm (fifty three millimetre to twenty two point four millimetre) Grading-III , 75mm (seventy five millimetre) consolidated thick to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming stone screening such as moorum or gravel at the rate of 0.23 (zero point two three cubic metre) per ten square metre to fill up the interstices of course aggregate, watering and compating to the required density as per MORD technical specifications clause No. 405 an including carriage of materials within all leads and lifts and other incidentals. The rate is inclusive of octroi, royality ,Malkana, toll tax,GST or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:4:8 ( one cement is to eight sand is to eight graded crushed stone aggregate 40 millimetre (forty millimetre nominal size on ground or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification section 800,900 and 1200 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is inclusive of octroi, royality ,Malkana, toll tax ,GST or any other taxes imposed by the Government.

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 (forty three) grade cement or any other type as per Clause 1501.2.2 M 30 (thirty) (grade) coarse and fine aggregates conforming to IS: 383 (three hundred eighty three) maximum size of coarse aggregate not exceeding 25 mm, (twenty five millimetre) mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic metre) capacity and appropriate weigh batcher using approved design mix, laid in approved fixed side form work (steel channel, laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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 (fourteen) days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501 and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax GST or any other taxes imposed by the Government.

anil kumar govt contractor