Construction of Govt ITI Building G plus 5 Centre of Excellence at Nangal Distt Ropar

Civil Work Construction of ITI Building (G+5)-RCC Framed Structure Excavation in soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar uopt 40%^ excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 meters.

Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS-6313-2001(Part 2) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @7.5 Litre / Running meter ( width- 300 mm, depth- 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.

Cement Concrete 1:4:8 with stone ballast of size. Using concrete mixer volumetric type.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Reinforced cement concrete M-30 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

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.

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

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