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GENERAL-Budget 2025-26 (Substitution Work) Improvements to Vendar Madathikkala Road-By providing BM 40 mm Chipping Carpet-General Civil Work
4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method
Day To Day Sweeping And Cleaning Work, As Per Various Location Of Nagarpalika, At. Jasdan Under Swachh & Sundar Shaher Yojana (Third Call)
Drainage etc. surface with all other material like dust and garbage asper
Laying of 400mm dia HDPE pipe line from Existing STP to Sanathkuma River for Discharging of Effluent Water
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers.Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B
Olakkur/GF (BP)/26-27 Package3
Construction of Drainage 72m @ Vannarapettai Street in Olakkur Panchayat.
Road Safety Works on Highway Connecting (SH33 ) at KM 5.35 KM to Join Chowdanakuppe via Madappanadoddi to Vaddakaanpapura Aajenya Temple
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- Including cost and conveyance of all materials. labour, hire charges of machin...
Revamp of flooring by providing high dennsity chequred tiles in front of Market/Showrooms/Boothsand refixing paver blocks backside SCO in market SCO no 1 to 2 and 35 to 46 and around the car bazar sector 13 Manimajra Chandigarh.
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge.