Construction of CHC Building at Thunag Distt. Mandi HP

Cutting in earth work by mechanical means in all heights and depths in all kinds of soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock ( where blasting work is prohibited) and their intermediate classifiction of soils including, dewatering wherever required, setting of the required lines, levels as shown on the drawing and directed by the Engineer-in-charge at site, and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site( to be arranged by the contractor) as per satisfaction of Engineer-in-charge through all modes of transportion including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools , equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the directions of the Engineer-in-charge. Any loss to the public and private property, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation work by mechanical means (Hydraulic excavator)/ manual means infoundation trenches or drains (not exceeding any width) on plan,including dressing of sides and ramming of bottoms, any lift, including gettingout the excavated soil and disposal of surplus excavated soils as directed, within any lead All kinds of soil including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, excluding the cost of centering, shuttering and finishing 1:3:6 ( one cement : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. cement concrete 1:4:8 (one cement : four coarse sand : eight graded stone aggregate) including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 ( one cement : five coarse sand : ten graded stone aggregate) 40mm (forty millimetre) nominal size including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Providing and laying damp-proof course 40mm (forty millimetre) thick with cement concrete 1:2:4 (one cement :two coarse sand : four graded stone aggregate 12.5mm (twelve point five millimetre) nominal size including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg(one point seven kilogram) per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

50 mm (fifty millimetre) thick fine dressed local stone flooring over 20 mm (twenty millimetre) (average) thick base of cement mortar 1:5 (one cement : five coarse sand) with joints finished flush. In Plinth Protection including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (one Cement : six Sand) and inside plastring with cement plaster 1:3 (one Cement : three Sand) including earth work and laying 10 cm (ten centimetre) cement concrete in 1:5:10 (one Cement : five Sand : 1ten grad ed stone aggregate) of 40 mm (forty millimetre) nominal size and 7.5 cm (seven point five centimetre)cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty millimetre) nominal size and finished with a floating coat of neat cement complete as per standard design including carriage of material and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.