Hill side cutting and C/O kuccha Drain in Pulla Chamdewal M/R to Dumdai Pujari Patti to Harijan Basti Dumdai under District Sector

Amount

Widening of road and improvement of curve. Excavation in soil, ordinary rock, Hard Rock in Hilly Area by mechanical means without using Dozer , lift upto 1.5 m anddisposal of excavated rock upto a lead of 20 m as per Clause1603.2. including cutting and trimming of side slope

Excavation in foundation for retaining & brest 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 1:6 cement sand Mortor 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)

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)

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 10 Nominal mix 1:3:6

Random Rubble Stone Masonry laid 1:5 cement sand mortor in breast walls, retaining walls,

Plain/reinforced cement concrete in substructure complete as per drawings and technical M15 1:2.5:5

Providing concrete for Plain/reinforced cement concrete in substructure M25 Grade Mix 1:1.50:3

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and leadof 50 m (average lead 25m) as per Technical Specification Clause 307.

HARISH CHANDRA NARIYAL

BRIJESH SINGH

Shivam Buildcon

girish singh mahra

Laxmi Datt Binwal

RANJEET SINGH ADHIKARI

M/s Parwatiya Construction

G. S. Matiyani And Sons

ARUNA PATNI

VIMAL SINGH MEHTA