Restoration of rain damages LIS Huckal in GP Longni in Tehsil Dharampur District Mandi HP

Amount

Excavation in foundation and trenches etc. in all kind of soil such as pick work, jumper work, saturated soil, blasting soft or hard rock, chiseling soft and hard rock where blasting is prohibited in all lead and lift including trimming and dressing of side, leveling of beds to correct grade stacking the excavated soil after completion of work in 15 cm layers when required in to plinth & side of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated as per directed with in all leads and lifts shoring, strutting timbering and dewatering where ever required including restoration of paved surface to its original condition etc. complete in all respects within all leads and lift as per direction of Engineer-in-charge.

Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (Earth work in ternches to be measured and paid separately)

HDPE pipe 125 mm dia PN 4 PE-80

HDPE pipe 110mm dia PN 4 PE-80

HDPE pipe 90mm dia PN 4 PE-80

Providing and laying cement concrete work 1:4:8( 1 cement :4 sand :8 graded stone agg. 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth including carraige of material within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Foundation footings bases of columns and the like and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing RCC work smooth finishing of the exposed surface with cement mortar1:3 (1 cement :3 sand) and curing complete.

Providing and fixing CI Sluice Valve class PN 1 as per IS: Code 780-1986 having test pressure of 10.02 Kg/cm² of Polican Make.

SHARMA INTERPRISES

Rama Shankaer