Constructing Retaining Wall at sri Laxmikesav Devsthan trust Kolisare Mandir side Tal Ratnagiri For The Year 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. and spreading for embankment or stacking as directed..S S R 2.11

Item No.2:- Excavation for roadway in hard rock by wedging and chisellingor line drilling including dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m. and spreading forembankment or stacking as directed. S S R P/I 22/2.16

Item No.3 :-Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal infoundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)R. A.

Item No.4:- Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (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 4.05 bags/cumt)

Item 5 :- Providing and fixing in position TMT - FE - 500 bar reinforcementof various diameters for R.C.C. pile caps, footings, oundations,slabs, beams columns,canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,rawings and schedules. including cutting,bending, hooking he bars, binding with wires or tack welding and supporting as required complete. SSR 26.33

Item No.6:-Providing dry laterite rubble soling including hand packing etc. complete.

With Excavated Material

With Private Material

Item No.7 :- Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.17.37

Item No.8:-Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.SSR /2.25