Avachitwadi Thanevadi Road to Masoba Devalay khadikaran v Murmikaran

Watering & compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.PART A-

Supplyingtrap/granite/quartzite/gneiss stone metal of required size by bringing the boulders/Rubble at the road side breaking them to required gradation including conveying the boulders/Rubble and stacking the broken metal etc.complete.(Prior approval o sample stack of broken metal by the Ex.Engineer is necessary the date of approval will form part of the measurements) a)80mmMetal,

Supplying hard murum at the road site, including conveying and stacking complete.

Conveying metal of all sizes from stacks, spreading/laying and sectioning/dressing est. doing all such works. For other area.

Compacting the hard murum/soft murum/kankar (up to 200mm loose) with vibratory roller including artificial

Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.

Providing and laying cement concrete pipe of IS458:2003 NP- 2 class of 800 mm diameter in proper line,level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Quality Control Test Murum

Quality Control test Metal

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