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Construction of Box Type VRB In Place of Damaged Pipe VRB at Ch.3530 mt. of New box Type VRB at Mahudha to Singhali to Khuntaj to Malkana Vehra Drain.
Shedhi Irrigation Division Drainage Sub Division
Construction of Box Type VRB In Place of Damaged Pipe VRB at Ch.2100 mt of Savli Tank to Dahiyap to Anara to Luni River Drain.
Shedhi Irrigation Division Drainage Sub Division
Construction of Culvert At Ch. 21.75 km and Widening of Tank Bund (Venkatarayanakote Limits) of road Chintamani-Murugamalla-Yanamalapadi in Chintamani Taluk.
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- including the cost and conveyance of all materials, Curing, cost of labour hir...
MACADAMISATION OF ROAD FROM CAMPUS-I TO CAMPUS-II INCLUDING FOOTPATH
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar1:3(1cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
Estimate for Reconstructing Bridge at R.D. 49195 of Manuke Disty.
Providing and fixing drainage spout complete as per drawing and Technical specification. Nos. Excess(+) Full Conversion INR
LAC-ADS-LAC ADS of KayamkulamLACProviding 40mm MSS to Mavoli Junction to Sastham Koickal Junction road from 0/000 to 0/420 in Chettikulangara Grama Panchayath- Work-General Civil Work
4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method