Upgradation and Modernization of critical infrastructure work at Hydro Power Training Centre Nangal Punjab

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. ( CSR Item No.6.6 )

Cement Concrete 1:6:12 (b) with stone aggregate 40mm gauge stone aggregate (ii) using mixing by mechanical means using concrete mixer volumetric type. ( CSR Item No. 10.8 b (ii))

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth. ( CSR Item No. 11.3 (i))

Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded. ( CSR Item No. 10.26)

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. ( CSR Item No. 11.4 (i))

115 mm thich brick wall in cement sand mortar 1:4 without reinforcement superstructure. ( CSR Item No. 11.36)

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. ( CSR Item No.9.6 )

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. ( CSR Item No.9.8 )

RCC M-20 mechanically batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. ( CSR Item No. 10.2)