RENOVATION OF KAVALI BYE LANES KAVALI TO THUMPAMON JN MADATHUVILAKON TO PARAPPACHAVILA BYELANES AND ROADS IN KALADY WARD

Amount

Retarring

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.

3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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. <br>(ii) Using Gravel mix soil.

OD61506/2024-2025:modified data 6.7.2 Interlocking Concrete block Pavement providing and laying of Interlocking Concrete block pavements having thickness 60mm including providing a layer of 6mm aggregate for 5 cm thickness as per drawing and Technical specification Clause 1504

OD61213/2024-2025:obbsered data modified 6.7.1providing and laying of interlocking Concreting Block Pvements having thickness 80mm including providing a layer of 6mm aggregate for 5cm thickness as per drawings and Technical Specification Clause

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)

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

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)

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

OD61323/2024-2025:patchwork for reconcrete .providingconcrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202&12031.P.C.C grade M 10(i)Normal mix 1:3:6

OD61068/2024-2025:OD233319/2022-2023 CHEQUERED PRECASTE CEMENT CONCRETE TILES 22 MM THICK IN FOOT PATH &COURTYYARD,JOINTED WITH NEAT CEMENT SLURRY MIXED WITH PIGMENT TOMATCH THE SHADE OF TILES,INCLUDE RUBBING AND CLEANING ETC.COMPLETE ON 20 MMTHICK BED OF CEMENTMORTAR 1:4 (1CEMENT 4COARSE SAND )ORDINARY CEMENT WITHOUT ANY PIGMENT.

OD61569/2024-2025:steel work in built up GI tubular (round ,square or rectangular hollow tube etc.)GI TUBULAR GATE etc, including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer ,including welded and bolted with special shaped washers etc complete

OD44650/2024-2025:OD15746/2022-2023 Rain Water pit- Providing rain water pit by placing c-c ring 1.20m dia 30cm height 75mm shell thickness (5Nos) filling inside with stone boulders size 5-10mm 15cm depth and coarse sand 1.5-2mm 10cm depth in layers and providing RCC pecast slab 10cm thick with 32mm PVC pipe holes including earth work excavation labour charges etc. complete.

AJIN M

Bidder Name

AJIN M

SUNILKUMAR K