Construction of Boundary Wall for ITI Sukhchain Nagar, Phagwara District Kapurthala

Earth work in excavation in foundations, trenches etc. in all kind of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavationand subsequent filling around masonary in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 meters.

Cement Concrete 1:5:10 with stone ballast 40mm gauge using concrete mixer voluemetric type

First class burnt brick Work laid in cement sand mortar 1:5 in foundation and plinth.

Centring and shuttering for faces of concrete foundations and foundation beams & plinth beam

Reinforced cement concrete 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 foundation and plinth.

Damp proof course 4cm thick of cemet concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded.

First class burnt brick Work laid in cement sand mortar 1:5 in first storey upto 4 meters above plinth level.

Centering and shuttering for sides and soffits of beam, launching girders, bressumers, lintels.

Reinforced cement concrete 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.

12.5mm thick cement plaster 1:4 in two coats work complete as per PWD specifications.

Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish

Applying primimg coat with cement primer in all shade on newely plastered or concrete exterior surfaces

Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications