Himachal Pradesh Aquaculture Fishing And Marketing Society 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 side 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 1990 Vol.I. 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.

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Vertical surfaces such as walls (any thickness) partitions & the like including attached pillasters buttresses, plinth and string courses and the like. within all leads and lifts as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in Foundation and plinth, within all leads and lifts as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.