RR Damage to Ganganagar khanghta road

Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavation earth with a lead up to 1.5m and a lead up to 20m as per drawing and technical specification clause 1603.1

Earth work in excavation for structure as per drawing and technical specifications clause 305.1 Including setting out, construction of shoring and bracing, removal of stumps and other deleterious Material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable materials.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:6:12)

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:3:06)

square rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:5)

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 .

Construction of granular sub-base grading-I by providing well graded material,spreading in uniform layers with motor grader on prepared surface and compacting with smooth Three wheel 80-100 kN (eighty to hundred) static roller to achieve the desired density, complete as per MORD technical specification clause 401 by mechanical means and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper 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.

Providing weep hole in brick masonary/stone masinaryplain reinforce concrtewing wall return wall with 100mm diaac pipe 10(V)20(H)toward face as bper drawing and technical specification.