|
| 1 | Construction of breast/retaing wall (Height=3.00m/4.00m/5.00m) Eartwork in excavation etc |
| 2 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 3 | Rajasimla to Penchimari (3.60km) |
| 4 | Construction of breast/retaing wall (Height=3.00m/4.00m/5.00m)SM in 1:5 |
| 5 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 6 | Rajasimla to Penchimari (3.60km) |
| 7 | Filter media behind retaing/breast wall etc |
| 8 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 9 | Rajasimla to Penchimari (3.60km) |
| 10 | Metalling & Black topping (Width=3.00m/3.75m) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, etc. |
| 11 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 12 | Rajasimla to Penchimari (3.60km) |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,etc. WBM Grade-II |
| 14 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 15 | Rajasimla to Penchimari (3.60km) |
| 16 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,etc. WBM Grade-III |
| 17 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 18 | Rajasimla to Penchimari (3.60km) |
| 19 | Providing and applying tack coat with Bitumen emulsionusing emulsion distributor at the rate of 0.20 to 0.25 kgper sqm on the prepared bituminous surface cleanedwith Hydraulic broom as per Technical SpecificationClause 503 |
| 20 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 21 | Rajasimla to Penchimari (3.60km) |
| 22 | Providing, laying and rolling of open-graded premixcarpet of 20 mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumenor emulsion to required line, grade and level to serve aswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a threewheel 80-100 kN static rollar capacity, finished to requirlevel and grades to be followed by seal coat of eitherType A or Type B or Type C as per TechnicalSpecification Clause 508. |
| 23 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 24 | Rajasimla to Penchimari (3.60km) |
| 25 | Providing and laying seal coat sealing the voids in abituminous surface laid to the specified levels, grade andcross fall using Type A, Type B and Type C as perTechnical Specification Clause 510 |
| 26 | Dudhnoi br to Kharkutta Road via Jambal (22.00km) |
| 27 | Rajasimla to Penchimari (3.60km) |
