Loading
Loading…
Loading…
1,846 results • Best match
Palanpur - Deesa Road From Km. 0/0 to 1/400 (8 lane Work with Service Roads, Foothpaths, Drainage Systems, Utility Shifting, Grade Correction, Junction Improvement and Other Misc. works) (3rd Attempt)
(a) 450 mm high Plantation/ Green belt kerb.
Tourist Reception Centre for Integrated Development of Deomali in Koraput District
Supplying and planting below mentioned best quality container- grown healthy trees of species as specified and with an average height and as age as mentioned as per Schedule of Rates,Analysis of Rates and Specifications (Horticulture & Landscaping) 2020 and direction of Engineer in Charge. All trees to be approved by Engineer-in-Charge before planting. Neem of height 3m - 4m (3 to 4 years old) well developed with thick stem
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in six (06) ULBs of Cluster-1 including 1 year defect liability with 10 years O and M.
Internal roads Asphalt road (Minimum 4.5 ) to connect all units from main gate of plot. Compound Wall as per the plant layout, lohng the boundary of STP site (considering plant layout for intermediate and ultimediate and ulimate build out capacity and 33% landscaping area). Green Belt (33% Landscaping area) as per specification Outlet Parameters shall also include (TN10 ppm, Nh3N2 ppm and TP1 ppm) with full automation including PLC-SCADA and Instrumentation, Reuse arrangement including Storage i.e GLR (2 Hours pumping on average flow) , OHSR (4 Hours pumping on average flow) and Pumps of required capacity with all necessary attachments.
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in six (06) ULBs of Cluster-2 including 1 year defect liability with 10 years O and M.
Internal roads Asphalt road (Minimum 4.5 ) to connect all units from main gate of plot. Compound Wall as per the plant layout, lohng the boundary of STP site (considering plant layout for intermediate and ultimediate and ulimate build out capacity and 33% landscaping area). Green Belt (33% Landscaping area) as per specification Outlet Parameters shall also include (TN10 ppm, Nh3N2 ppm and TP1 ppm) with full automation including PLC-SCADA and Instrumentation, Reuse arrangement including Storage i.e GLR (2 Hours pumping on average flow) , OHSR (4 Hours pumping on average flow) and Pumps of required capacity with all necessary attachments.
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in four (04) ULBs of Cluster-3 including 1 year defect liability with 10 years O and M.
Internal roads Asphalt road (Minimum 4.5 ) to connect all units from main gate of plot. Compound Wall as per the plant layout, lohng the boundary of STP site (considering plant layout for intermediate and ultimediate and ulimate build out capacity and 33% landscaping area). Green Belt (33% Landscaping area) as per specification Outlet Parameters shall also include (TN10 ppm, Nh3N2 ppm and TP1 ppm) with full automation including PLC-SCADA and Instrumentation, Reuse arrangement including Storage i.e GLR (2 Hours pumping on average flow) , OHSR (4 Hours pumping on average flow) and Pumps of required capacity with all necessary attachments.
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in six (06) ULBs of Cluster-5 including 1 year defect liability with 10 years O and M.
Internal roads Asphalt road (Minimum 4.5 ) to connect all units from main gate of plot. Compound Wall as per the plant layout, lohng the boundary of STP site (considering plant layout for intermediate and ultimediate and ulimate build out capacity and 33% landscaping area). Green Belt (33% Landscaping area) as per specification Outlet Parameters shall also include (TN10 ppm, Nh3N2 ppm and TP1 ppm) with full automation including PLC-SCADA and Instrumentation, Reuse arrangement including Storage i.e GLR (2 Hours pumping on average flow) , OHSR (4 Hours pumping on average flow) and Pumps of required capacity with all necessary attachments.