MMPPNA

Dismantling Stone Masonry a per Technical Specification Clause 202.Dismantilling of existing structure Like Culvert , bridge , retaining walls and other strucrure comprising of stone masonary , including disposal of unserviceable materials and stacking the serviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. As per ANNEXURE -A

Removing all type of hume pipes and stacking within a lead of 1000 m including earthwork and dismantiling of masonry works as per Technical specification Clause 202.(A) above 900 mm dia Hume Pipe

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603

Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with limit upto 1.5 m and lead upto 20 m as per clause 1603.2 (Manual means should be used be use where machines can not be deployed due to site condition)

Construction of embankment with approved material obtained from borrow pits with a lift upto required slope and compacting to meet required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 I) Private land

Construction of Subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material

Providing , laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading In uniform thickness,hand packing,rolling with smooth wheel roller 80-100kn in stages to preper grade and camber , applying and brooming , stone screening/binding materials to fill-up the interstices of coarse aggregate , watering and compacting to the required density grading 2 as per Technical specification Clause 405. A) By Manual Means

Providing , laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading In uniform thickness,hand packing,rolling with smooth wheel roller 80-100kn in stages to preper grade and camber , applying and brooming, stone screening to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. A) By Manual means