Construction of link road from Raina to Balera Km 0/0 to 1/650

Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, width cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. The land for dumping sites shall be arranged by the Contractor himself and nothing extra shall be paid on this account. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. The removal of slips during the construction period shall be responsibility of the contractor. 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.