Construction of Pastoli to Wajula Motor road. (remaining 900 meter) (Stage-1)

Amount

Cutting & Protection Work

Excavation in soil in Hilly Area, rock using and hard rock requiring blasting by mechanical/manual means including cutting, trimming, loading in a truck and carrying of excavated material to embankment site of side slopes and disposing of excavated material to embankment site earth with a lift upto 1.5 m and disposal of excavated rock a lead upto 20 m as per Technical Specification Clause 1603.1/ 1603.2

Cartage for excavated materials at a suitable dumping places for environmental protection of khud side land of the road. Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means and as directed by engineer-in-charge & as per PWD specification. (X.Sec. - 3/32 to 3/40), (X.Sec. - 4/12 to 4/38) & (X.Sec. - 7/30 to 9/6)

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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 (Km. 1 to 2)

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) (Km. 1 to 2)

Random rubble masonary 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 royalties etc. (Km. 1 to 2)

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.

C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

Construction of catchpit for scupper as per standard drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

Providing and laying parapet size 2.00x0.45x0.60 as per standard drawing attached including supply of all material, labour, T&P etc. required for proper completion of the work.

Construction of Hill Side Kucha Drain in accordance with the requirement of specification true to lines and grades. Dimesions and otherparticulars as per drawing including all material, labour, T&P etc. required for proper completion of the work and technical specification.

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc.required for proper completion of the work.(As per PWD Uttarakhand specifications) wing wall

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications (GI wire 10 gauge BWG)

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil using