Bus Stands Management And Development Authority Tender

Excavation in foundation and trenches in all heights and depths and in all kinds of soil including saturated soils comprising of pick work, jumper work, pick jumper work, blasting work both in soft and hard rock, chiseling / wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil setting out true to the required lines, grade, width, cutting and trimming of side slopes as shown in the drawing and if water is met within the excavation due to springs, seepage, rain and other causes it shall be removed by the suitable diversion pumping or bailing out and excavation shall be kept dry wherever so required by the contractor at his own cost as directed by the Engineer-in-charge and disposal of all surplus excavated soil in acquired width or at an approved dumping site including its stacking leveling dressing in all leads and lifts by head-load, mechanical transportation or by any other mode of transportation with all cost of labours, machineries and other incidentals to complete the work as per HPPWD specification Any loss to the public and private property during the course of execution and disposal of unserviceable material shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases.

Excavation in earth work, in all classification of such as pick work, pick jumper work , blasting work, jumper blasting work, soft and hard blasting and saturated soil, de- watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of such and all heights clear from the edge of the excavation and then disposing of all surplus excavated earth up to approved dumping site, disposed earth to be levalled and neatly dressed. Any loss to the public and private property during the course of execution and disposal of unserviceable material shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases as per entire satisfaction of the Engineer-in charge.

Providing form work with steel plates 3.15mm (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling level and removal of the same for insitu-reinforced concrete & plain concrete work up to all heights including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge. a) in Foundation, footings basis of columns etc. and mass concrete