Special repair maintenance and renovation of yard and conversion of bathroom/toilets in chowkidaar residence etc. at RM sub yard Passu, Distt Kangra.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary Rock

Providing and laying cement concrete 1:4:8 (One cement: Four sand :Eight graded cursed/broken stone aggregate 40mm) (forty millimeters nominal size) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3 (one cement into one point five sand into three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work and reinforcement for reinforced concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge in Foundation, footings bases of columns etc. and mass concrete. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing form work with steel plates 3.15mm (Three point one five millimeters) thick, welded with angle iron in frame 30x30x5mm (Thirty into Thirty into Five millimeters) so as to give a fair finish including centering, shuttering strutting and propping etc, with wooden battens and ballies, height of propping and centering in all heights. below supporting floor to ceiling and removal of the same for in – situ reinforced concrete and plain concrete work in retaining walls, return walls, walls ( any thickness) including attached pilasteres,buttresses, plinth and string cources fillets, kerbs and steps etc.within all leads, lifts and other incidentals. The rate including Royality, Malkhana, Octroi, GST, Toll Tax Sales tax or any other taxes imposed by the Government.

Demolishing R.C.C./PCC work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Dismantling/DEMOLITION of wooden door/windows complete as directed by EIC with delivery of serviceable material and disposal of all unserviceable material as directed by Engineer Incharge.

Kota stone slab flooring 20mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and mirror polishing etc. complete :-25 mm thick (average) slab size not less than 550mmx550mm including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Steel work welded in built up sections including hollow sections, trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint In gratings, framed, guards, bars ladders and railing, brackets, hand rail and similar works of hollow sections including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.