Annual Plan ANNUAL PLAN MANNARKKAD MUNICIPALITY 2025 26 ROADS INTERLOCKING IN NARANGAPATTA WARD 21 PRO NO 526

Amount

Kalladi Road Interlocking

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

OD199434/2025-2026: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

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

OD250753/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.

PP Road Interlocking

OD199438/2025-2026: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

OD199440/2025-2026: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

OD199439/2025-2026: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

OD250770/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.

karthikeyan (BID ID -2349900)

PREMARAJ K (BID ID -2350905)

Bidder Name

PREMARAJ K

M.T. BALACHANDRAN

karthikeyan