Providing Flow Irrigation Scheme Naid Nallah to Jol in G P Thouna Tehsil Sarkaghat DisttMandi HP

Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work jumper work, blasting work in soft/hard rock, chiselling in soft/hard rock including wedging out upto all lift, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when requaired into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Dressing of bed and preparation of sub grade in pick work complete as per direction and to the entire satisfaction of Engineer-in-Charge.

Dressing of side slope and preparation of sub grade for lining in pick work complete as per direction and to the entire satiscation of Engineer-in-charge.

Cement concrete lining 15cm thick or less for Irrigation channel using cement concrete 1:3:6 (1 cement :3 sand:6 graded stone agg.20mm nominal size) curing work in :-

Hand mixed concretge lining in bed

Hand mixed concrete lining on side slope

Extra allowances for form work in channel lining on side slope complete as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

Foundation and plinth and the like and mass concrete as per direction and to the entire satisfaction of the Engineer-in -charge.

(b) 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.

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for outlets pipe scourand pipe over flow pipes for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

150 mm( Medium class)

80mm( Light class)

100 mm( ( Light class)

Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size and curing complete excluding cost of form work in retaining wall all lead & lift as per direction and to the entire satisfaction of Engineer-in-Charge.

Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer-in-Charge.

Dinesh Kumar

Rajni Kuamri Thakur Contractor

Honorary Association for Various Activities

Vijay Kumar