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Component wise Details of Construction Work

Part 1.

1- Hill cutting and filling.

2- Construction of Scupper

Part 2.

1- Construction of parapet.

2- Construction of R/B wall.

3- Construction of Km. Stone, Hec. Stone, Edge Stone.

4- Soiling to remove defects.

5- Construction of katcha drain

Improvement.

1- Soiling

2- Inter Coat

3- Top Coat

4- Surface Course.

5- Construction of pucca Drain

6- Crash barriers/Delinators

7- Road Marking

8- Sign Boards.

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Task Force Certificate

(i) Lay out of the Land-be followed as far as possible.(ii) Heavy cutting/filling be avoided-as far as possible. The technology of cut and fill method

is to be adopted. Steep hill slopes also to be avoided.(ii) Unstable/slide-prone areas to be avoided. For identifying such areas the advice of

Geotechnical engineers and geologists to be taken during the survey for alignment.(iii) Comparison of various possible alignments with reference to erosion potential be made

and the alignment involving minimum erosion risks be preferred. Apart from the stage of' planning the road alignment, effective steps are also required to be taken by groundengineer during the process of road construction for minimized ecological disturbance tothe hill roads Broadly the measures to be taken have been identified as :-

(i) Cut and fill method to be adopted while excavating for road formation and heavy earthcutting is to be avoided Box cutting is to be avoided to the extent possible.

'ii) Blasting by explosives is to be restricted to the minimum. Lay out of holes to be drilledfor blasting is to be planned keeping in view the line of least resistance and the existenceof joints Controlled blasting should be repeated using low charge and care be taken toavoid activating slide zones or widening fissures and cracks in road. Use of delaydetonators in large scale basting work is to be made for anaoline dispersion of chockwaves, so that minimum disturbance is caused to the rock stratum as a result of theblasting process.

(iii) All cut slopes, unusable hill side and slide prone erosion prone areas are to be providedwith suitable correction measures by using one or the other of the techniques developedby CRRI. Several techniques have been sponsored by CRRI. like simple vegetativeturning, bitumen muck treatment and slide treatment by jute netting coir netting of thesesimple vegetative turning seems to be the most appropriate preventive measure in many

" situations. This should be established in the denuded slopes immediately after theexcavation is made.

(iv) Adequate drainage measures and protective structures like intercepting catch water drains,longitudiaal drains/culverts, breast walls, retaining walls are to be provided for purpose ofestablishing the slips Growth vegetative cover is to be stimulated in the disturbed hillslops above the road level by planting suitable fast growing shrubs and plants. In

(v) Over the past few years the roads wing of the Ministry of Shipping,and transport hasissued instruction laying down broad guidelines and check list of the preparation of roadconstruction projects which provide an inbuilt mechanism of tackling land slides/erosioncontrol for the guidance and follow up action by engineers of state 'PWD' Border RoadsOrganization and others engaged in construction of hill roads. these should be observed.

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