Public Works Department-PWD has published Pwd/Jjr/B . Garh/Repair Of Road From Jakhoda Mor To Assaudha Mor Along With Nh-10 Delhi Rohtak Road In Jhajjar District . ( Only For L And C Society ) Repair Of Road From Jakhoda Mor To Assaudha Mor Along With Nh-10 Delhi Rohtak Road In Jhajjar Distric. Submission Date for this Tender is 17-06-2021. Road Repair Tenders in Bahadurgarh Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Repair of road from Jakhoda mor to Assaudha mor along with NH-10 Delhi Rohtak Road in Jhajjar District. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E/Work in embankment and sub grade in raising and reconstruction portion with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by engineer with respect to GTS. At no place top of sub grade of raised road will be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL .Then actual quantity will be paid. | 480 | cum | |
| 2 | 2 | Granular Sub-Base with Close Graded\nMaterial• (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications HSR-17.14.2 Grading II material\n | 66 | cum | |
| 3 | 3 | Granular Sub-Base with Close Graded\nMaterial• (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications HSR-17.14.3 Grading III material\n | 66 | cum | |
| 4 | 4 | Water Bound Macadam Gr I Water Bound Macadam Grading screenings for low volume (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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 complete as per technical clause 404 of MORT&H\nspecifications HSR-17.22.1 \n | 66 | cum | |
| 5 | 5 | Water Bound Macadam Grading -II Water Bound Macadam - II with Screening\nType 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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 complete as per technical clause 404 of MORT&H specifications HSR-17.23.2\n | 33 | cum | |
| 6 | 6 | Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen\nemulsion on prepared surface of granular Base\nincluding clearing of road surface and spraying\nprimer at the rate of 0.85 kg/sqm using\nmechanical means as per technical clause 503\nof MORT&H specifications HSR-17.25\n | 440 | Sqm | |
| 7 | 7 | Tack Coat Providing and applying tack coat with\npenetration grade bitumen VG - 10 using\nbitumen pressure distributor at the rate of 0.30\nkg per sqm on the prepared bituminous/ granular\nsurface cleaned with mechanical broom as per\ntechnical clause 503 of MORT&H specifications (HSR-17.26.2)\n | 440 | Sqm | |
| 8 | 8 | Open - Graded Premix Surfacing 20 mm thickness Providing, laying and rolling of open - graded\npremix surfacing of 20 mm thickness composed\nof crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 1.46 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 510 of MORT&H specifications. HSR-17.33.2\n | 440 | Sqm | |
| 9 | 9 | Type B with VG -10 bituminous binder Providing and laying of premix sand seal coat\npremixed in continuous type HMP of appropriate\ncapacity not less than 75 tonnes/ hours using\nspecified fine aggregates and penetration grade\nbitumen @0.68 kg/sqm laid to specified levels,\ngrade and cross fall complete as per technical\nclause 511 of MORT&H specifications. HSR-17.36.3\n | 440 | Sqm |
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