Construction of link road to village Rangad Km 0/0 to 3/500

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 .Any loss to the public/private property during the course of execution shall be the absolute responsibilty of the contractor ,which shall have to be compensated by him in all cases.The removal of slips during the construction period shall be responsibillity of the contractor and nothing extra shall be paid on this account. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra 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 M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST.

Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre) dia GI 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 weighing not less than 40 kg (forty kilogram) each as per drawing and MORD technical specifications section 1300 including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST.