Annual Plan-Project No-215-24-25-Renovation of Old Theeppetti Company Manakkodam school road in Ward 2 of Thuravur GP

Amount

Interlock tile paving

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

OD117768/2024-2025:Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to the site spreading to required slope,and compacted to meet requirement of table 300.2 with lead up to Technical specification clause 303.1(with power roller)

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

OD117770/2024-2025:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5. Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

OD117771/2024-2025:Name Board

Side protection work

11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

12.4.3.1:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br>III. Random rubble masonry <br> (i) In cement mortar (1:3)

OD149551/2024-2025:od1614204/2021_2022 :Side berm filling-Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads without power roller

JOB.T.J

Krishnakumar.g

GIREESAN B

praveenkumar

Bidder Name

JOB.T.J

praveenkumar

P S Sunilkumar

GIREESAN B

Krishnakumar.g