C/o RCC Steining to Open well at Singaram H/o Singaram(V),Bayyaram(M)

Earth work excavation for foundations and despositing on bank for all lifts and with an initial lead of 10 m including alloperational, incidental, labour charges such as shoring, sheeting,planking, strutting etc complete for finished item of workincluding seigniorage excluding dewatering charges etc as perSS 20 B (APSS 308)-In Ordinary Soils for Cutting Offset-Below GL 0 to 3 m

Earth work excavation for foundations and despositing on bankfor all lifts and with an initial lead of 10 m including alloperational, incidental, labour charges such as shoring, sheeting,planking, strutting etc complete for finished item of workincluding seigniorage excluding dewatering charges etc as perSS 20 B (APSS 308)-In Ordinary Soils for Cutting Offset-Below GL 3 to 4 m

Earth work excavation for foundations and despositing on bankfor all lifts and with an initial lead of 10 m including alloperational, incidental, labour charges such as shoring, sheeting,planking, strutting etc complete for finished item of workincluding seigniorage excluding dewatering charges etc as perSS 20 B (APSS 308)-In Ordinary Soils for Cutting Offset-Below GL 4 to 5 m

Earth work excavation for foundations and despositing on bankfor all lifts and with an initial lead of 10 m including alloperational, incidental, labour charges such as shoring, sheeting,planking, strutting etc complete for finished item of workincluding seigniorage excluding dewatering charges etc as perSS 20 B (APSS 308)-In Marshy Soils for De-Silting-Below GL 10 to 11 m

Plain cement concrete corresponding to M7.50 grade as per IS456 equivalent to (1:4:8) proportion nominal mix (cement, fineaggregate : coarse aggregate) using 40 mm size Hard BrokenGranite (IS 383, 1970) metal from approved quarry includingcost and conveyance of all materials like cement, sand, coarseaggreages water etc to site, including seigniorage charges, salesand other taxes on all materials, all operational, incidental, and labourcharges such as mixing , laying and ramming concrete in layersin position not exceeding 15 cm, finishing top surface, curing (APSS No.402)

RCC M-20 Nominal Mix (Cement: Fine aggregate,coarse aggregate) corresponding to Table 9 of IS 456 using 20 mm size graded machine crushed hard granitemetal (coarse aggregate) from approved quarry including cost and conveyacne of all materials like cement, fine aggregate (sand) coarse aggregate, water etc to site andincluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labourcharges such as machine mixing, laying concrete, curingetc complete but excluding cost of steel and its fabricationcharges for finished item of work, but excluding centering,shuttering etc complete.,-For Curb (Ring Beam)

RCC M-20 Nominal Mix (Cement: Fine aggregate,coarse aggregate) corresponding to Table 9 of IS 456 using 20 mm size graded machine crushed hard granitemetal (coarse aggregate) from approved quarry including cost and conveyacne of all materials like cement, fine aggregate (sand) coarse aggregate, water etc to site andincluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labourcharges such as machine mixing, laying concrete, curingetc complete but excluding cost of steel and its fabricationcharges for finished item of work, but excluding centering,shuttering etc complete.,-For Steining Below GL 0 to 4 m

RCC M-20 Nominal Mix (Cement: Fine aggregate,coarse aggregate) corresponding to Table 9 of IS 456 using 20 mm size graded machine crushed hard granitemetal (coarse aggregate) from approved quarry including cost and conveyacne of all materials like cement, fine aggregate (sand) coarse aggregate, water etc to site andincluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labourcharges such as machine mixing, laying concrete, curingetc complete but excluding cost of steel and its fabricationcharges for finished item of work, but excluding centering,shuttering etc complete.,-For Steining Above GL 0 to 2m

Supplying, fitting and placing HYSD bar reinforcementin foundation complete as per drawings and technicalspecifications for Bars below 36 mm dia including overlaps and wastage, where they are not welded