Areekkara take a break yard&amp#x0d renovation includes providing 60mm paving&amp#x0d block side berm concrete for easy passage of&amp#x0d rain water providing noticeboard etc and&amp#x0d providing interlock and handrail forthamarakkad take a break

Second metalling and tarring is proposed for a length of 125 m and retrarring is proposed for a length of 60 m from ing and 20 m at a chainage of 218 m

35 mand 22 m concreting 15 m at ch 187 and 50m at ch 283 of continuous&amp#x0d bituminousicdp maramkunnu road is totally&amp#x0d damaged so that scarifying and second metaling&amp#x0d is provided 60m is proposed for retarring at ch 333m

Second metalling and tarring for 177 m at chainage 0/00m as the portion is fully damaged due to heavy flow of rain water and hence vehicular as&amp#x0d well as pedestrian traffic is very difficult and&amp#x0d retarring for 110m from chainage 0/177m

Re-tarring is proposed for a length of 540 m width 4m, 3.3m and 3 m at variou stretches

Retarring is proposed for length&amp#x0d 620m width 3m

Re-tarring for a total length of&amp#x0d 645m and width 3 m providing chipping carpet seal coat

Partitioning&amp#x0d veliyannoor krishi sub centre to suit usage&amp#x0d using aluminium fabrication work and includes&amp#x0d includes aluminium works glazing in&amp#x0d aluminium almirahs and shelves made using&amp#x0d gi pipes and particle board

False ceiling in first floor platform aluminium&amp#x0d shutters for doors and s demolishing&amp#x0d existing walls ceramic flooring compound wall in ground floor gi pipe lock for ground floor front door pvc door for store room&amp#x0d name board

Re tarring is proposed for length 631m width&amp#x0d 3m.this estimate includes chapathu concreting&amp#x0d also chapathu concreting includes scarifying the&amp#x0d damaged bituminous surface and laying cement&amp#x0d concrete 1 2 4.