Urgent reinstating of the damaged service road of S.W.S.P. between Ch.8045 to 15915.

Preparation of Sub-grade by excavating earthwork in formed embankement/side shoulders to the following average depth of 22.5 cms dressing to camber and consolidating with power road roller including making good the undulations etc and disposal of surplus earth with leadd upto 50 mts and lift upto 1.5 mts in ordinary or hard soil

Spreading the earth/hard soil in layers not exceeding 250 mm in depth breaking clods watering rolling each layer with half ton roller or wooden or steel hammers and rolling every third and topmost layer with power toller of minimum 8 tonne and dressing up in embankment for roads flood banks marginal and guide banks and filling up of ground dressing etc. complete.

Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .

Supplying and stacking of (contractor's material) Murrum at sitehaving P.I. Value not more than 6

Laying and spreading 6 mm thick layer of granular material(gravel or murrum) including watering and rolling with hand roller etc. complete.