Reorganisation of Chinyalisaur-Bhunnugad Water Supply Scheme Block Chinyalisaur of District Uttarkashi

Rates for Reorganization of Bhunnugad-Chinyalisaur Water Supply Scheme In Block CHINYALISAUR of District Uttarkashi

Supply of following ISI Marked G.I Pipes conforming to IS 1239(Part I)/2004 or its Letest amenment(S) Medium classs pipes 80 mmφ

Supply of special & fittings 5% of Pipe cost

S/F of Steel Intake Chamber

Excavation of earth for pipe line in following strata lift upto 30 M. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 M. from trenches including suply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shigle, bajri and boulders and rest 25% will be in medium rocks. Soil mixed with boulders and bajri

Medium rocks

Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. GI Pipe 80 mm

GI Pipe 65 mm

GI Pipe 50 mm

GI Pipe 40 mm

Construction of S.C.P.C. Drain, including supply of all materials, labour T&P etc. complete

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 Masonary laid dry in breast wall,retaining wall, parapets, scupper etc. Including supply of all materials, labour, T& P & royality etc, required for proper complition of work. (As per PWD Uttarakhand specifications)

Random Rubble Masonary laid in 1:6 cement and sand mortar, in breast wall,retaining wall, parapets, scupper etc. Including supply of all materials, labour, T& P & royality etc, (As per PWD Uttarakhand specifications)

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1.5mX1.5m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 2.7mm/3.7mm, dge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling boulders in the gabions).

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

Construction of following RCC CWR, including supply of all materials, labour T&P etc. complete RCC CWR 120 KL

Concrete with cement, coarse sand and 20 mm gauge stone ballast in proportion 1:2:4 (Hand mixed) in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.PCC 1:2:4 (Hand mixed)

Provision of Photography

Cartage of material like steel pipe etc complete

M/s Dinesh Prasad Dangwal

MAHIPAL SINGH PADIYAR

Manvendra Joshi