Haryana Urban Development Authority-HUDA has published Development Of Roads In Sector-24, U.E., Jagadhri. “Const. Of Road In Front Of Plot No 521 To 534 Including Earthwork In Embankment, Water Bound Macadam, Tack Coat And All Others Works Contingent Thereto In Sector-15, U.E., Jagadhri .”.” Including O. Submission Date for this Tender is 22-06-2022. Road Work Tenders in Karnal Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Jun-2022 | DATE EXTENDED | Date | 22-06-2022 |
| Sl. No. | Item Description |
| 1 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area, as per technical clause 201 of MORT&H specifications. |
| 2 | Construction of Embankment with material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&Hspecifications. |
| 3 | Compaction of Earthwork Compaction of & preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) |
| 4 | Water Bound Macadam-II with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and comber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specification. |
| 5 | Providing and applying tack coat with penetration grade bitumen VG-10 pressure distributor at the rate of 0.30 kg per sqm. on the prepared granular surfaceleaned with mechanical broom as per technical clause 503 of MORT&H specification. |
| 6 | Providing, laying and rolling of open- graded premix surfacing of 20mm thickness Type A composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less than 75 tonne per hour, with bituminous binder VG-10 @ 2.2 kg per sqm. Laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specifications. |
| 7 | Type B with VG-10 Bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/hours using specified fine aggregates and penetration grade bitumen @ 0.68 kg/sqm laid to specifiedlevels, grade and cross fall complete as per technical clause 511 of MORT&H specification. |
| 8 | 1: 1½:3 (1cement ½ coarse sand (zone-III):3 Graded stone aggregate 20mm nominal size) Kerbs= 116 x 0.30 x 0.15 = 5.22 cum Channels = 116 x 0.30 x 0.075 = 2.61 cum = 7.83 cum |
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