Construction of Koti to Jagterli Km 0/000 to 10/000

Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necesary precautions against soil erosion, damages to hill side,water pollution etc. and to protect stability of hill side .Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited) .All earth work in cutting/excavation including rock excavation shall be carried out true to lines ,grades,sides slopes,width,camber,super-elevation and level as shown on the drawing and as directed by the Engineer-in-Charge in conformity with the requirement of MoRD technical specification for Rural Road, Section. 300 & 1600 to achive designed formation width including hauling and stacking of materials useful for constrcution at suitable sites safe manner 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 levelling, fine dressing and carriage of machineries, 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 contractors himself and nothing extra shall be paid on this account,filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding.The recovery for stones ,whether useful or 17303.92 (Seventeen thousand three hundred three pointnine two) cubic metre at the rate of Rs 300/-only (Rupees three hundred only ) per cubic meter shall be effected on prorata basis in all circumstances .Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor ,which shall have to be duly compensated by him in all cases.

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 Section 300, 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.

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 or any other taxes imposed by the Government but excluding GST.

Providing and laying concrete Mechanically mixed and vibrated 1:4:8 (One Cement isto four sand isto eight graded crushed stone aggregate 40 mm (forty milimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawing and MoRD technical specification rural roads section 800, 900, 1200 and 1600 including carriage of materials upto all leads lifts and as per the direction of Engineer-in-Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST.

Back filling behind abutment, wing wall and return wall and retaining wall with granular material complete as per drawings and MORD technical specification Section 1200 &1600 including carriage of materials with in all leads and lifts and as per the direction of Engineer-in-Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST.

Providing weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimetre) dia (inner dia) PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and MoRD technical specifications section 1200 and as per entire satisfaction,directin by Engineer-In-Charge and including carriage of materails with in all leads and lifts.The rate is including octroi, royality, Malkana, toll tax or 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 or any other taxes imposed by the Government but excluding GST.

Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded with motor grader and compacted in layers to meet requirement of Tables 300.1 and 300.2 of MORD with three wheel 80-100 (eighty to one hundred) Kn static roller for subgrade construction as per MORD Technical Specification section 300. as per direction of Engieer-in-Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty - hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 300 & 1600 and 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 or any other taxes imposed by the Government but excluding GST.

Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base Quantity of cement assumed as 4 Percent of quantity of crushed rock by weight Cement Treated Crushed Rock or combination as per MORD Technical Specification Section 400 in Sub base course (110 mm), including carriage of material 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, including carriage of material within all leads, lifts and other incidentals. Government but excluding GST.