Providing Irrigation Facility to Village Sunet-1st, Doda Ka Moch, Takoli-2nd, Khukhnara, Lohara, Chakwari etc. in Teshil Fatehpur District Kangra HP

Amount

Excavation in foundation trenches etc. in all classfication of soil such as pick work, jumper work, blasting in soft/ hard rock stacking the exacavated earth, clear from the edge of exacavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as direction by the Engineer-in-Charge including uprooting of trees derssing of beds and sides and parparation of sub grade restration of unmetalled/metalled/paved surface to its orignal condition including soring sttruttin timberning and dewaterning, whatever required,providing diversion for traffic,fixing night signals,fixing caution boards ,crossing over trenches for access to houses complete within all leads and lift .as per direction and satisfaction of the Engineer-in-Charge.

Providing Laying Jointing & testing reinforced cement concrete light duty non pressure pipe Class NP-2suitable class and spigotted and socketted end type precast reinforced concrete pipe of following internal dia meter including testing of joints complete confirming to IS 458-2003 or latest with upto date amendments complete with rubber ring type II duly ISI marked as per IS:5382 -1985 or latest with uptodate ammendments and filling of joints in cement mortar 1:2 (1: Cement :2 Sand) with in all leads and lifts as per direction of the Engineer-in-Charge.and testing of joints and laying shuld be as per IS 783-1985 or latest with up to date ammendments with in all leads and lifts as per direction and satisfaction of the Engineer-in-Charge. i) 250mm dia NP-2

Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lift as specification and direction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lift as specification and direction of the Engineer-in-charge.

Wall (any thickness) but not less than o.10 mtrs thickness attached pillasters buttress plinth and string course etc. from top foundation level upto floor level including entire carriage of matrerial with angle iron 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :-vertical surface as wall (any thickness)partitions and the like including pillasters buttress plinth and string course and like within all leads and lifts as per direction of Engineer-in-Charge.

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, shuttering, 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 in situ renforcet concrete and plain concrete work in:

In vertical surfaces such as walls (any thickness)partitions and the like including pillasters buttress plinth and string course and like including entire carriage of material within all leads and lifts as per direction of Engineer-in-Charge.

Providing tor steel reinforcement for RCC work including bending, binding, & placing complete upto floor two level) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing & fixing of cast iron alfa valves of 250mm dia within all leads and lifts as per the direction of Engineer-in-charge.

RAJESHWAR SINGH