| 1 | Laying of BT Road in Zone I | As directed by the department | 80.00 | 1 Cum | 1242.95 | 99436.00 |
| Cutting open B.T. road surface including stacking of excavated materials (upto 75 mm thick) |
| 2 | Laying of BT Road in Zone I | As directed by the department | 1075.20 | 1 Cum | 1791.56 | 1926285.31 |
| Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. |
| 3 | Laying of BT Road in Zone I | As directed by the department | 3900.00 | 1 Sqm | 22.74 | 88686.00 |
| Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MOR |
| 4 | Laying of BT Road in Zone I | As directed by the department | 195.00 | 1 Cum | 6842.12 | 1334213.40 |
| Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling). |
| 5 | Laying of BT Road in Zone I | As directed by the department | 3900.00 | 1 Sqm | 9.17 | 35763.00 |
| Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. |
| 6 | Laying of BT Road in Zone I | As directed by the department | 97.50 | 1 Cum | 7339.58 | 715609.05 |
| Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects |
| 7 | Laying of BT Road in Zone I | As directed by the department | 180.00 | 1 Cum | 201.82 | 36327.60 |
| Supply and Filling with Gravel from approved Quarry including Cost and Conveyance, Watering, Taming including all labour charges -RBR-FNDN-2 |
