Improvement MDR 17 To Chitalwedhe Jamgaon Chinchawane Shelad to ODR 27 (Chitalwedhe to Kotul Fata) ODR 169 Km 5/500 to 6/00 Tal. Akole, Dist Ahilyanagar

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

Providing and laying concrete pipes of I.S.N.P. class of 600mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Supplying trap/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 of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken).

Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (I.no.102/P.no.31)

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

Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. (I.no.104/P.no.31)

Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. As directed by Engineer-in-charge

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.

Providing and laying in situ cement concrete M30 with tremix treatment for 200 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.