Construction of Sarain Bhawan Shri Jamula Mandir Village Darpoi PO Peej Develop Development Block Kullu District Kullu HP

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 intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site 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 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40 mm (forty millimeter) nominal size) in foundation and plinth including curing complete excluding the cost of form work but including carriage of material with in all leads, lift, and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

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 above plinth level up to floor all level 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.

Making plinth protection 50 mm thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm nominal size) over 75 mm (seventy five milimetre) thick bed of dry brick ballast 40 mm (forty mimi metre) nominal size, well rammed and consolidated and grouted with fine sand, including carriage of materials with in all leads, lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Reinforced cement concrete work in walls any thickness including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor all level excluding the cost of centering, shuttering, finishing and reinforcement in secified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Reinforced cement concrete work in Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor all levels excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Reinforcement cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° (fifteen degree) up to all floor level excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed vibrated and curing complete including carriage of materials with in all leads, lift and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.