Construction of Concrete Road From Sansthan to Main Road At. Santamay Sansthan At. Vyad Tq. Risod Dist. Washim Under Tirthkshetra Vikas Yojana 2025-26

Construction of Concrete Road From Sansthan to Main Road At. Santamay Sansthan At. Vyad Tq. Risod Dist. Washim Under Tirthkshetra Vikas Yojana 2025-26

Item No. 1 :- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. & spreading for embankment or stacking as directed. [MORTH 301] (S.S.R. I.No. 2.11 P.No. 85 )

Item No. 2 :- Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. [Spec.No. : As directed by Engineer incharge.] (S.S.R. I.No. 21.4 P.No. 152 )

Item No. 3 :- Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) [CD.-3 Page.No. 160] (S.S.R.I.No. 11.02 P.No. 80)

Item No. 4 :- Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) [CD.15 P.No. 168 & B.7. P.No. 38] (S.S.R.I.No. 11.25 P.No. 82 )

Item No. 5 :- Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. [Spec.No. RD] (S.S.R.I.No. 5.17)

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