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10 results • Latest
Construction of 1st Floor of F - type staff quarter in the premises of 2.25 MLD water treatment plant at Binika
Dismantling and removing RCC columns, beams slab staircase, landing, lintels including stacking the useful materials for reuse and removing the debreis within 50 M lead.
Construction of control room with ancillary work at Intake well site, Budelmunda.
Earth work in all kinds of soil within 50m. initial lead & 1.5m. initial lift including rough dressing & breaking clods to maximum 5cm. to 7cm. & laying in layers not exceeding 0.3m. in depth & as per direction of the engineer–in–charge.
CONSTRUCTION OF ADMINISTRATION BUILDING SALE COUNTER AND CO-COMPOST SHED FOR SONEPUR MUNICIPALITY, Ward No.10
Earth work in excavation of foundation in all kinds of soil within 50 mtr initial lead and 1.5mtr initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth and as per direction of the E.I.C.
Construction of Multipurpose community centre building at Ward no-14 Sonepur Municpality,odisha
Earthwork in excavation in hard soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge Hard soils.
Trough wall lining from RD 510 M to RD 700 M Of sub-minor. 1R off taking from Hingima Minor of HIP.
Earth work in excavation of foundation in hard soil within 50m. initial lead & 1.5m. initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth & levelling the bed as per the direction of the Engineer-in-charge .
Trough wall lining from RD 00 M to RD 840M Of Chandrapur Sub-Minor. 1R off-taking from Sonepur Distributary at RD 885m of Ong Irrigation Extension project.
Earth work in excavation in all kinds of soil with initial lead of 50m and initial lift of 1.50m and laying the excavated materials canal bank in filling reaches/ spoil banks in 22.5cm layers including trimming of slopes and bed to design section as directed by the Engineer –in –charge.