Reconstruction of damaged walls and railing fixing, debris cleaning work of Shri Kedarnath Ji to Garurchatti bridle route in Shri Kedarnath Dham bridle route in Kedarnath Assembly constituency of Rudraprayag district

Note :- Rates should be Filled without GST.

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

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 Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.Nominal mix 1:3:6

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 M 20 Nominal mix (1:2:4)

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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).

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.

Supply and fixing of folding Railing of height 1.30 mtr. Comprising of vertical posts of angle 65x65x6mm and base angle of 50x50x6mm, size 120 cm 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. Random Rubble Stone Masonry laid in 1:6 Cement mortar in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid in 1:6 Cement mortar in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction