Construction of Ayurvedic Health Centre building at Halyater, Tehsil Balh, Distt. Mandi (HP)

Excavation in soil in hilly area all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2 sorting out useful/ unuseful materials and stacking the same in all leads and lift and transportation of un-useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and all labour, machineries, materials, tools equipments and safty measures and incidentals necessary to complete the work by all means ( if required). Recovery of useful stone of 10.48 cum. @ 300/- per cum. amounting to Rs. 3,144/- only shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private 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 respect including all leads and lift of materials as per direction of Engineer-in-charge.The rate is including octroi,royality, Malkana, toll taxes imposed by the Government but excluding GST.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches, drains (Any width or square meter 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 including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying in position cement concrete 1:4:8 (one cement : four coarse sand : eight graded stone aggregate 40mm (forty millimeter) nominal size) excluding the cost of centering and shuttering all work up to plinth level including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of 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 millimeter) nominal size) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (one cement : five coarse sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size) 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 including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing weep holes with 110mm dia (one hundred ten millimetre) PVC pipes laid in slope of 1:20 (one in twenty) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying upto first two level reinforced cement concrete 1:2:4 (one cement : two sand : four graded stone aggregate 20mm (twenty millimetre) nominal size) to give a smooth and even surface including centring and shuttering etc but excluding costof reinforcement in : String courses, copings, bed plates, anchor blocks, plain windows sills and the like including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Constructing Coursed rubble hammer dressed 'U' shape open surface drain with side wall. 15x22cm (fifteen into twenty two centimeter ) in cement mortar 1:6 (one cement : six approved sand) and inside plastering with cement mortar 1:3 (one cement: three approved sand) including earth work and laying 10cm (ten centimeter ) cement concrete in 1:5:10 (one cement : five approved sand : ten graded crushed stone aggregate) of 40mm (forty millimeter) nominal size and 7.5cm (seven point five centimeter) cement concrete 1:2:4 (one cement : two approved sand : four graded crushed stone aggregate of 20mm (twenty millimeter) nominal size) and finished with a floating coat of neat cement complete as per standard design including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Suspended floors, roofs, landings, balconies and access platform within all leads, lifts and carriage of materials and other incidentals or as per direction and satisfaction of Engineer-in-Charge.