r

Name of the work:- Construction of CC Road & Drain from Katari Nagar to Rudra rao Layout in Pidimgoyyi Village of Rajamahendravaram Rural , Est.Rs. 25.00 Lakhs, RUDA 2026-27 Funds Construction of Granular sub-base/base/surface course with local materials ( Selected Earth) spreading in uniform layers with motor grader on prepared surface compacting with three wheeled 80-100KN Static Roller to achieve the desired density complete as per Technical Specification Clause 402 MORD

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,

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, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying debonding strips, primer, sealant, dowel bars, 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 (Without Dowel Bars)

Selected earth filliing for Shoulders as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Engaging Dozer (D50) for removal of Silt Removal, Jungle clearance, Encroachments & approaches etc., (HIR-00072)

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

Sand filliing for levelling as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing concrete for Vibrated cement concrete (1:4:8) using grade using 40 mm size Graded hard stone aggregate including cost and conveyance of all materias inclusive of seignorage charges, machine mixing, placed in foundation and compacted by vibration including curing for 14 days complete for Side drain Bed Portion as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Plain Vibrated Cement Concrete (1:3:6) using 20 mm to 12 mm size Graded hard stone aggregate mechanically mixed including cost and conveyance of all materials inclusve of seignorage charges,centering ,laying, vibrating and curing and machine mixing charges for Side Walls of Side Drains etc., complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH

Plasteirng in CM (1:5) 12mm thick with dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc to stie including seignorage charges other taxes on materials all operational, incidental and labour cahrges such as mixing, laying, curing, lift charges etc and including cutting Grooves wherever necessary as directed by Engineer-in-charge complete for uneven surface of wall for finished item of work

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit and GST

Reinforced cement concrete R.C.C grade M 20 (Nominal Mix) using 20 mm & 10 Graded HBG Metal mechanically mixed and compacted by vibration including curing for 14 days complete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH for Culvert Slab