Special Repair of Fazilka-Abohar Road (NH-07) from Km.17.600 to Km.21.350 in the State of Punjab
National Highway Division, PWD (B&R) Branch, Abohar · Fazilka, Punjab · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹52.4L
- EMD: ₹1.0L
- Published: 23 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 04:14 UTC
- Ministry: Ministry of Road Transport and Highways
- Department: Public Works Department, Punjab
- Office: O/o Executive Engineer, National Highway Division, PWD (B&R) Branch, Abohar
Description
Special repair of a 3.75 km section of Fazilka-Abohar Road (NH-07), including road-land clearing, wet mix macadam, prime and tack coats, dense graded bituminous macadam, bituminous concrete, and embankment construction. The work is restricted to contractors already enlisted with PWD B&R.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Online deposit slip for payment of bid document cost, Scanned copy of bid security/EMD, Qualification information and eligibility documents as prescribed in Section 2 (formats and annexures), Preliminary description of proposed work method and schedule, including construction programme, equipment planning and deployment, and quality assurance procedures, UDIN-bearing audited annual reports, certificates, and other submitted documents
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (8)
- 2 — Qty: 3 4
- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical clause 201 of MORT&H specifications. In area of Light Jungle (By Mechanical Means) — Qty: 0.55 HA
- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications. — Qty: 156.25 Cum
- Prime Coat over WMM Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications. — Qty: 1250 Sqm
- Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributorat the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. — Qty: 5082 Sqm
- Dense Graded Bituminous Macadam Grading- I Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, 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 complete as per technical clause 505 of MORT&H specifications NOTES (i) Job mix formula for the dense graded bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/deducted accordingly. The limits of variation shall be worked out with the approved formula — Qty: 180 Cum
- Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 compactioncomplete as per technical clause 507 of MORT&H specifications NOTES (i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.40% weight of mix variation as compared with job mix formula shall be paid/deducted accordingly. The limits of variation shall be worked out with the approved formula — Qty: 153.28 Cum
- Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. — Qty: 300 Cum
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