| | Sector | abcSafety Equipment\Explosives | Tender Value | INR 2.67 Crore approx. | | Location | Orissa (Odisha) - India | Ref.No | 86719384 | | Closing Date | 26 - Aug - 2025 | | | | Chief Construction Engineer, Rural Works Circle, Rayagada ,2.0 ,INITIAL REHABILITATION (PART-I) ,Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. ,1) PS Road - Champadore (OR-27-272) ,2) Chadragiri-Dangeskal (OR-27-225) ,Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. ,Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
WBM Grade -III ,White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. ,Supplying and fixing of measurement stones of R.C.C. M-15 grade including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD. ,1) 200 mtr Stone ,1) KM Stone ,Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC67 made of encapsulated tens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600 mm below ground level as per drawing and technical specifications. ,800x600 mm Rectangular ,600 MM Circular ,600 MM Triangular ,600x600 mm Square ,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 IS383, maximum size of coarse aggregate not exceeding 25mm 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 form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. ,Road marking with hot Applied thermoplastic compound with Reflectorising Glass beads on bituminous surface providing and applying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per Sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35.The finished surface to be leveled,uniform and free from streakers and holes ,Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge. ,Construction of subgrade / Earthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means). ,RETAINING WALL
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge. ,Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP20-2002. ,Prividing & laying Plain Cement Concrete M-15 Nominal Mix (12.55)in open foundation as per drawings & Technical specification Clause 800,1100,1200 of MORD including a |
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