S.T. and B.T. to Tarval Kulewadi Road. Tal. AND Dist.Ratnagiri. For the Year 2025 2026

Item No.1:- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) SSR I/P - 12.03 / 84

Item No.2:- Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. SSR I/P - 12.11 / 85

Item No.3 :- Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Rate Analysis No.1

Item No. 4:- Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge Rate Analysis No.2

Item No. 5 :- Providing and laying weep holes of 100 mm diametre PVC pipes as per drawing for abutment returns returns walls etc. complete. SSR I/P - 17.37 / 132

Item No.6:- Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. Rate Analysis No.3

Item No.7:- Providing earthwork in embankment with approved materials obtained from private land including all lifts, laying in layers of 20 to 30 cm thickness, breaking clods, dressing to the required lines, curves, grade & section, normal watering and compaction with power roller etc. complete. Rate Analysis No.4

Item No 8 - Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete Rate Analysis No.5

Item No. 9 :- Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. SSR I/P - 11.11 / 81

Item No.10:- Supplying 80 mm laterite stone metal at the road side for metal including coveying & stacking etc. complete. ( 50 meter initial lead) Hand Broken (Excluding Royalty. Rate Analysis No. 6