STBR/SOPD-G/Dimoria -09/97 Construction of Ramnagar 1 No Shiva Mandir Path at Gopal Nagar, Noonmati under SOPD G for the year 2025-26

Excavationfor roadway insoil using manual means for carrying of cut earth to embankment site with a lift upto1.5 mand lead up to 50m as perTechnical Specification Clause302.3(Manualmethodshouldbeadoptedwheremachines can not be deployed due to site condition)

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 Qnty= Item no 1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Qnty. : As per Statement -III

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone P.C.C. grade M 20

Road Marking with Hot applied thermoplastic t compoundwithreflectorising glass beadon bituminous surface (Providing and laying of hot applied thermoplastic t compound withreflectorising glass beads 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 and consisting of profile marking, zebra line marking and rain line marking or as directed by department. The finished surface to be level, uniform and free from streaks and holes and confirming to the MORT&H’s specification.)

Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)