Construction of Retaining/boundary wall at Civil Supply Godown Jalgran Distt. Una (HP).

Excavation in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material and as per direction of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm( three decimal fifteen millimeter ) thick welded with angle iron in frame of 30x30x5mm(thirty into thirty into five millimeter) so as to give a fair finish including centering shuttering strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in including carriage of materials upto all leads and lifts Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth and wall etc. including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 and as per direction of Engineer-in-Charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar

Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) and as per direction of Engineer-in-Charge.