Public Works Department Tender

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 as directed by the Engineer-in-Change

Earth work in excavation for all type of road structure such as reteaining walls, breast walls, culvers, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil , ordinary rocks, hard rocks, chiseling/ wedging out of rocks ( where blasting is prohibited) as per drawings and MORD technical specification Clause 305.1 51 104 and 1606.1 a d as per direction of the Engineer-ln -Charge including setting out constucction of shoring and bracing, removal of stumps and otherdeleterious materials and disposal of materials upto all leads and lifts including dressing Qtsides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm ( one hundred fifty miiimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals,

Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge