|
| 1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) B Mechanical MeansOrdinary soil Upto 3 m depth |
| 2 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 3 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 4 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 5 | Stone masonry work in cement mortarin foundation complete as drawing and Technical SpecificationRandom Rubble Masonry in cement mortar 1:6 |
| 6 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 For coping Height upto 5m |
| 8 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 9 | Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications |
| 10 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 11 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 12 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 13 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification ( A ) Granular material |
| 14 | Kheda (Seventri) to Ramdarbarvia Kika Thoriya Bhagal(VR-648) in km 4/100 |
| 15 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages 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 to the required density.)(iii)Grading- III(Using Screening Crushable type such as Moorum or Gravel)(a)Using Screening Crushable type such as Moorum or Gravel) |
| 16 | Kadiya to kamboda0/0 to1/500 |
| 17 | kucholli to Jarga ji 0/0 to 2/00 |
| 18 | Riched to antaliya 0/0 to 11/00 |
| 19 | AR to beeda ki bhagal( antalya ) 0/0t0 2/500 |
| 20 | Filling Pot-holes and Patch Repairs with Mix Seal Surfacing Type B , 20mm.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 |
| 21 | Kadiya to kamboda0/0 to1/500 |
| 22 | kucholli to Jarga ji 0/0 to 2/00 |
| 23 | Riched to antaliya 0/0 to 11/00 |
| 24 | AR to beeda ki bhagal( antalya ) 0/0t0 2/500 |
| 25 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 26 | Garhbore sewentri kitela road 0/0 t0 12/00 |
| 27 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) |
| 28 | Garhbore sewentri kitela road 0/0 t0 12/00 |
