IMPROVEMENT AND STRENGHTENING OF ROAD FROM WAHEGAON SHRISHTI TO KARAHALA VR-53 (KM 0/00 TO 1/500) AT TQ.PARTUR DIST JALNA

Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete. SSR I.NO. 8.17

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. SSR I.NO. 2.18

Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. SSR I.NO. 2.20

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

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. SSR I.NO. 2.30

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. SSR I.NO. 2.31

Watering and 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 Power roller. SSR I.NO. 2.24

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate). SSR I.NO. 3.19

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)

Testing Charges for Soil/ murum: Liquid Limit & PL SSR Item No 30

Basic Test of Aggregate: Water Absorption, Specific Gravity,Impact Value, Crushing Value.

For Royelty calculation Material utilised for the work as per statement For Without Sand

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