Number of GI sheets required for 250m stretch(Left side)= 250/3*2=167 sheets Number of GI sheets required for 250m side)= 250/3*2=167 sheets sheets 334 sheets x Cost of GI sheet Rs. 1000per sheet (Rs. 70-100 per Kg)+ Labour cost for 10 Days(two laborers at average rate of Rs. 150.0 per day). =334x 1000+(150x2x10)=Rs. 3,37,000.00 The above mentioned costs are generalized cost for a 250m stretch for barricades, GI sheets separately. Alternate traffic rerouting Temporary Flooding or Ensuring storage of excavated All the flooded water will be diverted in gravity No NA water logging soil material on the higher lying to the existing nalas. areas Increased traffic Traffic re-routing No No such traffic can be seen in the town. inconvenience Total number of labourers is estimated assuming 35% of total project working for average 20 months (24 months for sewerage and 16 months for STP). The labour camps can be divided into 2 camps, for appropriate Cost of construction of management and maintenance work. Each Health hazards and pit and toilet building camp will have around 2000 labourers nuisance due to absence approximately Rs. Labour camps (if A toilet with septic tank is been suggested for No Sanitation adopted) of facility for sanitation or 10,00,000 sanitation facility at labour camps. solid waste management Cleaning of all pits 1,20,000 Pit: Assuming single pit of 100cum cover 1000 people.2 pits are needed in 1 camp. Construction of one pit would cost approximately Rs. 1, 50,000/-. So for 2 camps 2 pits each is required. So total cost of pit construction would be Rs. 6,00,000
Number of GI sheets required for 250m stretch(Left side)= 250/3*2=167 sheets Number of GI sheets required for 250m side)= 250/3*2=167 sheets sheets 334 sheets x Cost of GI sheet Rs. 1000per sheet (Rs. 70-100 per Kg)+ Labour cost for 10 Days(two laborers at average rate of Rs. 150.0 per day). =334x 1000+(150x2x10)=Rs. 3,37,000.00 The above mentioned costs are generalized cost for a 250m stretch for barricades, GI sheets separately. Temporary Flooding or water logging Alternate traffic rerouting Ensuring storage of excavated soil material on the higher lying areas No NA All the flooded water will be diverted in gravity to the existing nalas. Increased traffic inconvenience Traffic re-routing No No such traffic can be seen in the town. Labour camps (if adopted) Health hazards and nuisance due to absence of facility for sanitation or solid waste management Sanitation No Cost of construction of pit and toilet building approximately Rs. 10,00,000 Cleaning of all pits 1,20,000 Total number of labourers is estimated assuming 35% of total project working for average 20 months (24 months for sewerage and 16 months for STP). The labour camps can be divided into 2 camps, for appropriate management and maintenance work. Each camp will have around 2000 labourers A toilet with septic tank is been suggested for sanitation facility at labour camps. Pit: Assuming single pit of 100cum cover 1000 people.2 pits are needed in 1 camp. Construction of one pit would cost approximately Rs. 1, 50,000/-. So for 2 camps 2 pits each is required. So total cost of pit construction would be Rs. 6,00,000
SFG1690-V9-EA-P119085-Box394860B-PUBLIC-Disclosed-2-1-2016.docx