Jogindrapur Charichhak to Jogindrapur _Road_WMM, BM, SDBC_0.000 to 0.890

Earth work in excavation of foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per Specification & Technical Clause 304.

Sand Filling in Foundation Trenches as per Drawing Technical Specification Clause 305.3.9.

Providing P C.C. in foundation upto 1.5 m below bed level with nominal size H.G. metal in openfoundation including laying in position cost, conveyance, T P articles as per MORD Specification and direction of E.I.C.

Providing P C.C. in sub-structure upto 1.5 m below bed level with nominal size H.G. metal in openfoundation including laying in position compacting by using vibrator including shuttering, cost, conveyance, T P articles as per MORD Specification and direction of E.I.C.

Laying Reinforced Cement Concrete Pipe NP3 Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1100.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier etc. complete.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required slope and compacting to meet requirement.

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

Construction of granular sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT H Specifications for Road Bridge works (4th Revision)