JJPR-47/26-27 Restoration to 1E Disty from Susua Shiv tandav Padia to Garadiha.

Clearing & grubbing shrub, jungles including uprooting stumps of trees and trees below 1.0 m. girth and thick bushes including bamboo clamps based on pre-measurement disposing the debris away from the work site with all leads, lifts and delifts with cost of all labour, T & P, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge.

Flank dressing to proper camber including cost of all labour, all incidental charges, labour cess etc. complete as per direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes 90 to 45 mm confirming IRC Gr-III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials(moorum) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MOSRT&H specifications for road and bridge works (4th revision) including all labour, T&P, cost, carriage, royalty, cess, all applicable . and incidental charges of all the materials required as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mixed macadam specification including premixing the material with water at OMC in mechanical mix plant, carrigate of mix materials by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for road & bridge works.

Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with initial lead of 5.00km on properly preapared and scientificaly approved surface including spreading and leveling the earth in 22.5cm layers to make ready for watering and compaction by vibratory rollers in dam & dykes for all heights including construction, maintainance and lighting of haul road and borrow area in layers not exceeding 22.5cm to 95% proctor dry density including hire and running charges of all the machinaries including cost of royalty and labour cess etc. all complete as per specification and direction of the Engineer-in-Charge. (Measurement will be taken on finished compacted level section under OMC condition)

Fine dressing and turfing by mechanical means with all leads, lifts, delifts etc. with best compacted dub grass including watering, ramming, etc. complete including labour cess as per the direction of Engineer-in-charge (Payment will be made after survival of turf).

Earth work excavation, loading, unloading and carriage by mechanical means of sand and sandy soil, including stoney earth, gravel and moorum etc. interspread with boulders upto 1/2cum size with all leads, lifts and delifts including trimming of bank slopes and bed to design section and depositing excavated materials away from the work site by mechanical means with an initial lead of 1.00Km, cess etc complete as per direction of the Engineer-in-Charge.