Work for Toe Protection Wall between Tower No. 118 and 179 of 220kV Single Circuit Kurukshetra-Panipat Line

Detail for the work of Toe/Protection Wall for Tower No. KP-118 of 220kV Single Circuit Kurukshetra-Panipat line

Earthwork in excavation in foundation strenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0metresdepth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (Ref. Pb. CSR-2020, 6.6)

Cement concrete 1:8:16 (a) With brick ballast 20mm gauge (i) mixing by manual means (Ref. Pb. CSR-2020, 10.7 (a) (i))

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth (Ref. Pb. CSR-2020, 11.3 (i))

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (Ref. Pb. CSR-2020, 11.4 (i))

12.5 mm thick cement plaster 1:4 (Ref. Pb. CSR-2020, 15.9))

20mm thick cement plaster 1:5 in two coat work (Ref. Pb. CSR-2020, 15.21))

Providing, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Ref. Pb. CSR-2020, 28.13)

Earth filling:- (a) (ii) Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto40%excavated from outside thebuildingplinthin15cmlayersincluding ramming, watering and consolidating lead upto 30 metres (Ref. Pb. CSR-2020, 6.8 (a) (ii))

Detail for the work of Toe/Protection Wall for Tower No. KP-179 of 220kV Single Circuit Kurukshetra-Panipat line

Earthwork in excavation in foundation strenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0metresdepth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (Ref. Pb. CSR-2020, 6.6)

Cement concrete 1:8:16 (a) With brick ballast 20mm gauge (i) mixing by manual means (Ref. Pb. CSR-2020, 10.7 (a) (i))

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth (Ref. Pb. CSR-2020, 11.3 (i))

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (Ref. Pb. CSR-2020, 11.4 (i))

12.5 mm thick cement plaster 1:4 (Ref. Pb. CSR-2020, 15.9))

20mm thick cement plaster 1:5 in two coat work (Ref. Pb. CSR-2020, 15.21))

Providing, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Ref. Pb. CSR-2020, 28.13)

Earth filling:- (a) (ii) Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto40%excavated from outside thebuildingplinthin15cmlayersincluding ramming, watering and consolidating lead upto 30 metres (Ref. Pb. CSR-2020, 6.8 (a) (ii))