Restoration of rain damage LIS Dargi in Gp Challahal, Tehsil - Sunni, Distt-Shimla

Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres dosposing of un-serviceable materials, stacking serviceable neatly dressing the surface.materials and neatly dressing the surface.

Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work.

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering & shuttering in foundation and plinth.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :

Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like .

Providing & Fixing of Weep Hole 100 mm Dia PVC Pipe.

Providing Bolder/Stone filling behind R/Wall

Providing and laying in trenches to be leveled to grades,IS marked GI pipes GMS ( Heavy / Medium grade) of following diameters conforming to IS 1239-1991 ( PartII ) latest with up to date amendments ) having minimum wall thickness as for class of pipe specified below jointed with pipe conforming to tables as specified below of BIS 6392-1971 ( Lautest with up to date amendments ) butt. welded at Both ends according to relevant BISstandards & detailed specifications complete in all respect of technical specifications as per site conditions including flushingt,cleaning & hydraulic testing complete to the best satisfaction of Engineer in charge.150 mm Dia

Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work

Excavation in drain channel etc. in earth work including dressing of sides and disposed of excavated earth upto lead of 20 mtrs & lift up to 1.5 mtrs disposed to be levelled and neatly dressed pick/ Jumper Work.

Dressing of bed and preparation of sub grade for lining in pick work.

Dressing of sides slope and preparation of sub grade for lining in pick work.

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:-

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :

Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like .