Construction of Community Centre at Kharat in Gram Panchayat Kharat in Tehsil Baroh, Distt Kangra (HP) (Deposit work) (SH-Construction of building portion only. ) (SDP/2023/564)

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a any lead as directed by the Engineer-in-charge, within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering .Plain cement concrete 1:4:8 (One Cement : Four coarse sand : Eight graded stone aggregate 40 mm (Forty millimetres) nominal size complete as per drawing and HP.PWD technical specifications and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals.

Coursed rubble masonry (first sort) with hard stone in foundation and plinth in cement mortar 1:6 (one cement isto six sand) and curing complete as per approved drawing, design and specifications and as per directions and entire satisfaction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Supplying and filling in plinth with sand under floors including watering, ramming, consolidating and dressing completecomplete, ias directed by the Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals.

Providing Second class brick masonry using common burnt clay building bricks in super-structure upto all floor level in cement mortar 1:6 (One cement: Six sand) and curing complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings windows sills, cornices, arches, moulding, corbelling including curved surfaces where ever required as per Architectural drawing, design and specifications and the like floor etcetera including carriage of materials within all leads, lifts and other incidentals and as directed by the Engineer-Incharge.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in stairs cases with slopping or stepped soffits, excluding, landing, as per Architectural drawing and the like floor etc; complete ncluding carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in Edges of slabs and breaks in floors and walls under 20cm (Twety centimetre) wide complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying in position machine batched and machine mixed cement concrete work of grade M-20 (M-Twenty) reinforced cement concrete work, using cement contents not less than @ 320 kg/cum (Three hundred twenty kilogram per cubic metre) or as per approved design mix for All works above plinth level to all floor level to give a smooth surfaces mechanically mixed and vibrated including curring complete and pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability complete including carriage of material within all leads, lifts and other incidentals as per approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing Tor steel reinforcement for reinforced cement concrete work including bending, binding, cutting, straightening and placing in position complete including cost of binding wires complete upto all floor levels as per specifications, approved drawing, design, as per entire satsfaction of the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.