SO635/25-ROAD SIDE DRAIN RENNOVATION IN H M T COLONY KURUPRA ROAD BAILANES IN WARD NO 12

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

OD472396/2024-2025:Taking out Existing C C Interlocking paver blocks from Foot path/central Verge Including Removal of Rubbish etc, Disposal of unserviceable material to the Dumping ground for Which payment Shall be made Separately and Stacking of Serviceable material within 50 mtr lead as (For Thickness of tiles above 60 mm and up to 80 mm(Ref DAR 16-83) Details of Cost for 10 m2) per the direction of Engineer in Charge

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

OD472397/2024-2025:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape laid in Required pattern over and Including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per the Direction of Engineer in Charge ( Details for 10 m2)

OD472412/2024-2025:Providing and laying of Interlocking Concrete block Pavements using 60/80 mm Departmental paver blocks laid in Required pattern over and including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness etc all Complete as per the Direction of Engineer in Charge Unit- Sqm Taking out put-10 Sqm