DMF

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH, including overhead charges & Contractors profit @ 13.615% but excluding GST, seigniorage charges.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibrated roller 80-100 kN to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.50 / 305 MORTH including overhead charges & Contractors profit @ 13.615% but excluding GST and Seigniorage charges.

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including overhead charges & Contractors profit @ 13.615% but excluding GST & Seigniorage. etc. complete.

Construction of granular sub-base by providing well graded material with Grading- III material (HBG M/C + Stone dust) CBR value not less than 20 and PI value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORDIncluding Overheads & Contractors Profit but excluding GST & Seigniorage charges etc. complete

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 Vibratory roller of 80 to 100kN 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 & Contractors profit @ 13.615% but excluding GST, seigniorage charges

Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 KN to meet requirement as per Technical Specification Clause 303 & 407 MORD by using machinery 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 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction joints, applying primer, sealant, debonding strips, 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 overhead charges & Contractors profit @ 13.615% but excluding Seigniorage charges and GST etc. complete for 190mm thick.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including settling out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material as per technical specification 305 MORD / 304 MORTH including overhead charges & Contractors profit @ 13.615% but excluding Seigniorage charges & GST etc complete for foundations.

Providing Plain cement concrete M10 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 & 2100 MORTH including overhead charges & Contractors profit @ 13.615% but excluding Seigniorage charges & GST etc. complete for levelling course.

Providing Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit @ 13.615% but excluding Seigniorage charges & GST

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete