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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | 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 up to a lead of 50m. and spreading for embankment or stacking as directed. Page-26, SSR Item No.-2.11. |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 cm .to 30 cm. breaking clods, dressing to there quired lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for alead of 300 m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. Page No-25, SSR Item No.-2.26 |
| 4 | Supplying hard murum/kankar at the road site, including conveying and stacking complete.Page No-25, SSR Item No.-2.29a |
| 5 | Spreading hard murum/soft murrum/ gravel or kankar for side width complete.Page No-25, SSR Item No.-2.30 |
| 6 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.Page No-25, SSR Item No.-2.29a |
| 7 | 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).Page No-29, SSR Item No.-3.19 |
| 8 | 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).Page No-29, SSR Item No.-3.20 |
| 9 | TEST ON ABOVE 40MM METAL ( AGGREGATE) |
| 10 | ROYALTY CHARGES, b) For All Other Minerals |
| 11 | ADD 0.5% LABOUR INSURANCE |
| 12 | GST 18 % |
