Construction of link road from Kachinghatti to Nag Km 0/000 to 1/720 SH Formation cutting 5/7 mtr wide road between Km 1/045 to 1/720 and C/O Wire crate Retaining wall at RD 0/050 to 0/086

Amount

5/7 meters wide (Five meters wide in straigth and Seven meters on curves) Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth in all height and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock where blasting is prohibited and their intermediate classification of soils including dewatering wherever required, setting out true to the required lines, grades, side, slopes, trimming of bottom and levels as shown on the drawing and as directed by the Engineer.-in Charge. at site according to the HP.PWD specification of 1990 volume-I and sorting out useful and un-useful material and stacking the same in all leads and lifts and transportation of the un serviceable materials for filling in roadways, embankment s for grade improvement and leveling to required grades and then disposing of all surplus excavated materials in acquired width of the road or on approved dumping site /sites through all labours machineries materials, tools, equipments and safety measures and other incidental necessary to complete the work by mechanical means and or labour if any required .All usefull materials, such as stone shingles, aggregates and slates etc. shall be sorted out and stacked along road side which shall not be less than one third blasting work(hard rock) one sixth of blasting work(soft rock) or 1606.23um. which ever is higher in all cases failing which recovery @ Rs.170/- per cubic metre shall be effected. Any loss to the Public and Private property during the course of execution and disposal of serviceable/un-serviceable materials shall be the absolute responsibility of the Contractor which shall have to be duly compensated to the full extent him in all respect and in all cases.

Excavation in soil in hilly area for all type of road structure by manual means/mechanical means in all type of classification of soils comprising of ordinary soil, ordinary rock, hard rock and chiselling/wedging out of rock (where blasting is prohibited) including cutting and trimming of side slope and disposing of excavated earth in all heights and depths as per drawing and MORD Technical specification clause 1603.1. All useful materials such as stones, shingles, aggregates and slates etc. shall be sorted out and stacked along the road berms properly. Any loss to the public and private property during the course of execution of work shall be the absolute responsibility of the contactor which shall have to be duly compensated by him in all cases including entire carriage of materials through all modes of transportation within in all leads and lifts as per direction of the Engineer-in-Charge.

Earth work in excavation for structures by manual means in all depths as per drawing and Technical specifications Clause 305.1 incuding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal in all leads and lifts incuding dressing of sides and bottom and back filling in trenches with excavated suitable material, all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil errosion, damage to hill side, water pollution etc., and to protect stability of hill side. Rock shall be excavated with chiselling & wedging out of rock (where blasting is prohibited) as directed by the Engineer-in-Charge, all useful material such as stones, singles, aggregates and slates etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property during the course execution shall be the absolute responsiblity of the contractor which shall have to the dully compensated by him in all cases.

Providing and laying of boulder apron laid in wire crates with 4mm (Four Millimetre) dia GI wire conforming to IS:280 and IS: 4826 in 100mmx 100mm (one hundred millimetre in toone hundred millimetre) mesh (woven diagonally) including 10(Ten) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg.(Twenty Five kilogramme) each as per drawing and technical specification Clause 1301 including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

MITLESH BISHT

SEEMA VERMA

parveen

SAHIL BALI

REENA DEVI

NARESH KUMAR CONTRACTOR