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Koottilangadi GP Renovation Works to Neettupparambu Veluthemanakkund Road in ward 3 pro no 9
Road Renovation Work
Road Safety Works on Kemjaru- Sirimudi-Kurpadi-Pedaruru- Khajane- Muniyala road KM 6.64 to 11.94KM in Kapu Taluk Udupi District
Provision for Construction of Road
Package II Construction of Coffer Dam US and DS Stage I Road Tunnel and Civil and HM works of Diversion Tunnel for Kalai II HEP 1200 MW AP
Total of Schedule–1 (Civil Works)
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT WARD 01 UPADHYAY WALI GALI TO PEHALWAN SINGH WALI GALI AND RAMNIVAS SHARMA AGENCY WALI GALI MUNICIPAL COUNCIL PORSA DIST MORENA
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT WARD 01 UPADHYAY WALI GALI TO PEHALWAN SINGH WALI GALI AND RAMNIVAS SHARMA AGENCY WALI GALI MUNICIPAL COUNCIL PORSA DIST MORENA
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT WARD 14 CHITRAPURA ME SHIVSHANKAR SHARMA TO MUNNA SINGH TOMAR AND SHANKAR SINGH TALAB COLLAGE TAK MUNICIPAL COUNCIL PORSA DIST MORENA
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT WARD 14 CHITRAPURA ME SHIVSHANKAR SHARMA TO MUNNA SINGH TOMAR AND SHANKAR SINGH TALAB COLLAGE TAK MUNICIPAL COUNCIL PORSA DIST MORENA
Construction work of interlocking, CC, re-interlocking road, RCC drain and cover from Shyambabu house to Sunil house via Jagdish Sharma house.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,