Restoration of rain damage on Chowari to jot Road Km 0/0 to 23/00

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock, hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm (one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4 mm (four milimetre) dia G.I wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) each as per drawing technical specifications Clause 1301 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rates are inclusive of the octori, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and Laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded) crushed stone aggregate 40 mm (Forty millimetre) nominal size in or under water and curingomplete including pumping or bailing out water, dewatering, removal of slush as required at site which may arrise at the time of laying under water complete for all hights / depth including the cost of form work complete in all respect as per the drawing and technical specifications clause 802, 803, 1202 and 1203 and as per direction of Engineer-in-Charge. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Back filling with granular material behind abutments, return walls, wing walls and retaining walls complete as per drawings and MORD technical specification clause 1204.3.8 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing Weepholes in brick masonary / stone masonary / plain / re-inforced concrete abutment, wing wall, return wall, retaining walls with 100 mm (one hundred millimetre) dia meters, PVC pipe exetnding through the full width of the structures with a slope of 1 (one) vertical : 20 (twenty) horizental towards drawing face complete as per drawing and tecnical specification clause 614, 709, 1204.3.7 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals.The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Excavation in hilly area in all heights and depths and in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil ,ordinary roack,soft rock ,hard roack chieseling ,wedging out rock (where blasting is probihitted )and their intermediate classification of soil compelet including setting out true to the require lines,grades,width ,cutting and trimming of side slopes and levels as shown on the drawings and as direction of engineer-in-charge at site ,according to the technical specification section 300 and 1600 and sorting out useful material and stacking the same within all leads liftts in acquired width of road and transportation of un-usal materials for filling in roadway camber ,embankement for grade improvements abd disposal of all surplus material to dumping site is to be selected by the contractor at his own level in private land only through all modes of transportation including head load or animal transpot or mechanical means alongwith its leveling fine dressig and carriage of machineries material,tool ,equipment and safety measures and other incidental necessary to complete the work by contractor .