Widening and Stregthening of N.H. to Lakhdhirpur - Kalikanagar- Nichimandal Road Km. 0.00 to 18.30 (V.R.), Taluka Morbi, Dist Morbi, (Under C.R.F. Yojna)

Clearing and Grubbing road length including uprooting wild vegetation, grass bushes, shrubs, saplings and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be use of ouctioned upto all lead . including removal and disposal of top organic soil for all thickness. (c) By Mechanical means in area of light Jungle.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after box cutting of existing embankment dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade

Earthwork for embankment including breaking clods, dressing etc complete with all lead and lift (Excluding watering and consolidation) (A) From Borrow Area with in all lead and lift.

Earthwork in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed upto all lead from the end of the cutting with all required lead and lift

Providing and laying , spreading and compacting, graded stone aggregate to Wet Mix Macadam (WMM) specification as per MORT&H including premixing the material with water at OMC in for all leads and lifts, laying in uniform layer with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 Tonne Capacity to achieve the desired density complete as per specification and direction of Engineer - in - Charge

Rolling & watering of earthwork in layers with vibratory roller including filling in depressions which occur during the process as directed

Box Cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto all lead

Providing and Laying granular sub-base (G.S.B.) Grade-I C.B.R. not less than 30% by providing coarse graded matrerial,consisting of B.T. crushed stone aggregates 53 mm to 9.5 mm @ 50%, 9.50 mm to 2.36 mm @ 20%,2.36 mm to below @ 30% coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface,mixing by mix in Place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller 8-T to 10-T complete as per Clause-401

WBM Grading - I : Providing, laying , spreading and compacting stone aggregates of 90 to 45mm size with all lead to water bound macadam (W.B.M. Gr-I) 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 broming, stone screening / binding materials to fill up to interstices of course aggregate, watering and compacting to the required density grading as per Technical Specification Clause 405. By Mechinary Means

WBM. Grading - II Providing, laying , spreading and compacting stone aggregates of 45 to 63mm size with all lead to water bound macadam (W.B.M.) 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 broming, stone screening / binding materials to fill up to interstices of course aggregate, watering and compacting to the required density grading as per Technical Specification Clause 405. By Mechinary Means