Road interlock from PWD road -VEO office to PHC road in Valapattanam GP

Road interlock work

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

4.1.A.2: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. (ii) For Grading II 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

OD174609/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,parks,lawns,drive ways or light traffic parking etc.,of required strength,thickness and size/shape,made by table vibratory method using PU mould,laid in required colour and pattern over 50mm thick compacted bed of 6mm brocken stone aggregate,compacting and proper embedding/laying of interlocking paver blocks into the brocken stone bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge,80mm thick C.C paver block of M-30 grade with approved colour design and pattern.(DAR code 16.91.2 modified)

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

OD183028/2025-2026:Laterite masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203<br> II. Laterite masonry in 1:4 cement mortar(MoRD code 11.5.2 modified)

OD180561/2025-2026:12mm cement plaster of mix 1:4(1 cement : 4 coarse sand).(DAR code 13.4.1 modified)

OD175066/2025-2026:Fixing plaque for MP LADS/MLA ADS works-Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade.

OD175115/2025-2026:Engraving letters in hard stone

OD181361/2025-2026:White washing with lime to give an even shade: New work(Three or more coats) (DAR code 13.37.1 modified)