Improvement and Streghtening of Road SH 210 To Sawangi VR-43 (KM 0/00 to 0/500) Tq.Partur Dt.Jalna

Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete

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. Item 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 2020-21 Item No.2.20

Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Item No.2.29a

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Item No.2.30

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Item 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 vibratory roller.SSR 2020-21 Item No.2.23

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)

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)

Testing Charges for Soil/Murun Liquid Limit and PL SSR Item

Besic Test of Agrregete Water Abosoroation Specfic Gravity impact value cushing value

Royelty calcualtion Material Utilised for the work as per statemnt for Without Sand

Labour Insurance 0.50%

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