Construction of CC Road From KM Ramatheerdham arch to SVS Nagar in R.L.Puram GP of Chimakurthy (M) From KM 1/0.2667 Km to 1/030 KM

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH For Widening of the road

Construction of Granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with Rotavator at OMC and compacting with Vibratory roller to achieve the desired density etc., complete for finished item of work as per Technical Specification clause 401 MORD /MORTH

(WET MIX MACADAM) 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 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.

Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials and curing charges but including unskilled wages etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)(CSSR) For CC Pavement.

Providing and laying reinforced cement concrete M20 grade using 20 & 12mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH for Divider Walls.

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 53 grade cement or any other type as per Clause 1501.2.2 CC M35 , 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 but excluding GST & Seignorage charges etc,Complete.

Collection and Supply of the Quarry rubbish stacking at site to departmental guage for premeasurements and spreading the same in uniform thickness in layers including watering and tamping etb,Complete.For Shoulders etc complete.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH .For foundation. For Drain

Collection and Supply of the stone dust stacking at site to departmental guage for premeasurements and spreading the same in uniform thickness in layers including watering and tamping etb,Complete in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. For Drains

Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials and curing charges but including unskilled wages etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)(CSSR) For Drain Portion.

Providing and laying reinforced cement concrete M15 grade using 20 & 12mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH for Drain Walls.

Plastering with CM(1:5), 12 mm thick including cost and conveyance of all materials and labour charges etc. complete. For Bottom of Drain

Cost & Supplying of HYSD Fe 415 grade including cutting,bending, cranking and placing the grills in position and tying up with binding wire etc complete as per drawings and technical specifications. For Drains & Devider