MP-LADS-MP-LADS 24-25-Dr. PT USHA-CONSTRUCTION OF KUNIYIL MUKKU MAVILOTTU THODU ROAD(LAYING OF INTERLOCKING)-WARD 10-PANOOR MUNICIPALITY-General Civil Work

INTERLOCKING

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

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

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

OD227572/2025-2026:Sand flushing with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using coarse sand premixed with bitumen 90kg/cum transported to site

OD227571/2025-2026:Supplying and fixing interlocking tile 80mm or nearest size thickness, minimum strength M30 (over a mix of sand and bitumen having 4cm thick paid separately)then laying interlock cobbles in lines and levels as per the direction of departmental officers at site inclusive of all cost and conveyance charges etc. complete.

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)

OD180764/2025-2026:[OD from MORD 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 (excluding form work)

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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

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

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

OD213972/2025-2026:Supplying and fixing nameboard of size 75 cm&45 cm made with GI Plane sheets 1.25 mm thick (class III) FITTED WITH 35x35x4 mm angle 2 nos horizontally and 3 nos vertically to make a frame for strenthening the GI sheet,fitted 2 nos 32 mm GI pipe vertically 90 cm above from groung level and fixing in cement concrete 1:2:4, 30 cmx 30 cm x 30 cm including cost and conveyance of all materials all labour charges fabricating etc.completed

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