Construction of Panchayat Ghar Gharan GP Gharan Development Block Sadar Mandi District Mandi HP Sub Head Construction of Hall

Excavation in soil in Hilly area by mechinical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other ntermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site 3.00 Km.(Three Kilometre) and stacking the serviceable/ useful material as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases, including carriage of materials with in all leads, lifts and other incidentals.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches, drains (Any width or square metre on plan), including dressing of sides and ramming of bottoms, lift upto any height, including getting out the excavated soil and disposal of surplus excavated soil as directed in all kinds of classification, of soils such as pick work, jumper work, blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and / or removal of slush and other incidentals within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement : Five sand : Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing complete excluding the cost of form work in foundation and plinth including carriage of material within all leads lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Random rubble masonry with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including curing complete and carriage of materials with in all leads, lifts and other incidentals, complete as per direction and to the entire satisfaction of Engineer-in-Charge.

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Columns, pillars, posts and struts square, rectangular or polygonal in plan as required.

Edges of slab and breaks in floor and walls under 20 cm wide as required.