Restoration of rain damages to LPRR road km. 97/0 to 112/167(SH-C/o wire crates Retaining wall at RD 97/645 to 97/675

Amount

Earth work in excavation for structures in all depths as per drawing and technical specification of Ministry of Rural Development for rural roads clouse- 305.1(Clause - Three Hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited).all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner, systematically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying of boulder apron laid in wire crates with 4 mm ( four milimeter) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (One hundred into One hundred milimeter) mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg ( Twenty five Kilograme) each as per drawing and Ministry of Rural Developmenttechnical specifications Clause 1301, Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and as per Ministry of Rural Development technical specification clause 1204.3.8 with granular material.including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

AJAY CHAUHAN

REETA

NARESH

SATPAL

M/S DINESH SHARMA CONTRACTOR

ATTAR SINGH