SDF 2025-26

Construction of CC road from Chandu Ananthamma(H) to Mahila Building of Gunturpally(V) of Narsampet(M)-Construction of granular sub base by providing well graded material / Close graded material spreading in uniform layers with trator grader on prepared surface, mixing by mix in place method with rotavator complete as per Technical, Specification Clause 401 MORD/MORTH

Construction of 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 M20 (Grade), coarse and fine aggregates(50% Natural Sand and 50% Rock Sand) conforming to IS 38.3, maximum size of coarse aggregate not exceed 25 mm mixed 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 shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction 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 72

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope with lead upto 1000 m as per Technical Specification Clause 303 MORD/305 MORTH, by using machinery

Construction of CC road from Bandaripally Desingarao (H) to Vishweshwarao of Gunturpally(V) of Narsampet(M)-Construction of granular sub base by providing well graded material / Close graded material spreading in uniform layers with trator grader on prepared surface, mixing by mix in place method with rotavator complete as per Technical, Specification Clause 401 MORD/MORTH

Construction of 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 M20 (Grade), coarse and fine aggregates(50% Natural Sand and 50% Rock Sand) conforming to IS 38.3, maximum size of coarse aggregate not exceed 25 mm mixed 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 shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction 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 72

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope with lead upto 1000 m as per Technical Specification Clause 303 MORD/305 MORTH, by using machinery

Construction of CC road from Pochamma temple to Gunuguntla Raghu of Gunturpally(V) of Narsampet(M)-Construction of granular sub base by providing well graded material / Close graded material spreading in uniform layers with trator grader on prepared surface, mixing by mix in place method with rotavator complete as per Technical, Specification Clause 401 MORD/MORTH

Construction of 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 M20 (Grade), coarse and fine aggregates(50% Natural Sand and 50% Rock Sand) conforming to IS 38.3, maximum size of coarse aggregate not exceed 25 mm mixed 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 shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction 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 72

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope with lead upto 1000 m as per Technical Specification Clause 303 MORD/305 MORTH, by using machinery