shri kedarnath dham paidal yatra marg ke Gaurikund ke antargat Gaurimai mandir se Gauriganw tak kshtigrast marg ka marammat kary.

Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-in-charge.

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.

Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, T&P & royality etc,required for proper completion of work.

Hand Packed stone filling in back of walls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Supply and fixing of folding railing of height 1.30 mtr. Comprising of vertical posts of angle 65x65x6mm and base angle of 50x50x6mm, size 90cm long fixed with welded gusset plate of 6mm thickness and Nut/bolt 12mm dia to provide folding arrangement @ 2.00 mtr c/c fitted with two bottom rows of 20mm dia and top row of 25mm dia class"B" GI pipe (GI pipe should be of ISI mark having 5mm perforation @ 1.20 mts c/c) with nuts, bolts and clamps as shown on drawing attached, including cost of all material, labour, T&P etc and also including cost of cartage up to site of work and also including fixing in ground with cement concrete 1:2:4 as per direction of Engineer-in-charge.

Providing and laying of stone set pavement over 2.5 cm thick bedding layer of PCC 1:2:4 which shall further be placed over 10 cm thick dry stone kharanja or crushed stones base over a prepared subgrade as per drawings and technical specifications The size of stones shall not be less than 20 cm x 20 cm and thickness of stones shall vary from 10 cm to 15 cm. The work includes filling of joints with PCC 1:2:4 as per the standard drawings and instructions of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 P.C.C. grade M10 Nominal mix 1:3:6 (Hand mixing)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 P.C.C. grade M20 Nominal mix 1:2:4 (Hand mixing)