DMF

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. including overhead charges and contractor's profit @13.615% but excluding GST

Construction of Sub-Grade using suitable local selected soil agregate spreading in uniform layers with tractor mount appropriate gradign arrangments on prepared surface, mixing by mix in place method at OMC and compaction with three wheel 80-100 N static roller capacity to achieve the desired density complete as per (Table 2.3 of IRC SP 77-2008) Specifications. including overhead charges and contractor's profit @13.615% but excluding GST

Construction of granular sub-base by providing well graded HBG material (Grading III material) mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 KN to achieve the desired density, complete as per technical specification clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., compelte as per direction of Engineer-in-charge..including overhead charges and contractor's profit @13.615% but excluding GST

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 smooth wheel roller of 80 to 100KN/ 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..including overhead charges and contractor's profit @13.615% but excluding GST

Construction of un-reinforced, 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 1501.22 CC M30, coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 (without dowel bars)..including overhead charges and contractor's profit @13.615% but excluding GST

Carry cut groove cutting 75mm deep with petrol driven swa as per the directors of Engineer-in-Charge, rate including of labour charges , machinery chargs and filling the groove with 60/70 gade bitumen for sealing etc., complete for nishied item of work..including overhead charges and contractor's profit @13.615% but excluding GST

Construction of shoulders with local selected material including cost and conveyance of all materials and labour charges etc.,complete. including overhead charges and contractor's profit @13.615% but excluding GST