C/O Link Road from Tourgarhi to Majhyar Km 0/0 to 1/800

Amount

Construction of granular sub base by providing well graded materials grading -1 spreading in uniforms layers with tractor motor grader on prepared surface, mixing by mix in place method with rotvator at OMC, and compacting with smooth wheel roller to achieve the desired denisty, complete as per technical specification Clause 401 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregate of specific sizes 63-45mm (Sixty three to forty five millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-II by manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing, laying, spreading and compacting stone aggregate of specific sizes 53.3 to 22.4mm (Sixty three to forty five millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-II by manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Earthwork in excavation in all kinds classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and as per direction of Engineer-in-charge complete.

Providing and laying reinforced cement concrete pipe NP-2 900 mm (Nine Hundred mm) for culverts in first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement two sand) but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 in all heights/depth including carriage of materials with in all leads and lifts and direction of Engineer in Charge.

Narinder Pal Sharma