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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.1 Cr+₹35.6 L (2.59%)Rejected-AOC S C F 33 RAILWAY ROAD NANGAL | NANGAL | ROOP NAGAR | PUNJAB | L2 | Rejected-AOC L2 |
Tender Value
₹15.0 Cr
EMD Value
₹30.0 L
Closing Date
8 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Constn. Divn. No. 2 PWD BandR Hoshiarpur
4 Laning Banga Garhshanker Shri Anandpur Sahib Road Sec. Km 34.46 to 36.08 1.62 Km in Distt. Hoshiarpur Including Maintenance of Road for 5 Year One year Defects Liability Period and Four Year Maintenance Period.
2025_CEPW_148794_1
5
Open Tender
Civil Works - Roads
Percentage
180 days
Garhsanker
Please refer Tender documents.
21 documents required · 21 mandatory
₹50,000
₹30.0 L
3 Nov 2025
2 Sept 2025
9 Oct 2025
2 Sept 2025
8 Oct 2025
2 Sept 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, up to 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) | 2.92 | ha | 1,14,905.94 | ₹3,35,525.34 |
| 2 | Compaction Original ground below road crust
Looseninh, leveling and compacting original ground upto a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achive minimum dry density as given in Table 300-2 for sub grade construction as per tehcnial cluase 305 of MORT&H specifications. | 14,580 | Cum | 75.32 | ₹10,98,165.6 |
| 3 | Construction of Granular sub-base by providing coarse graded material of Grading III, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H technical specifications Clause 401as per CSR 24.8 | 5,832 | Cum | 1,634.1 | ₹95,30,071.2 |
| 4 | 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 | 7,290 | Cum | 1,898.45 | ₹1,38,39,700.5 |
| 5 | Prime Coat @ 0.85kg per sqm
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 | 29,160 | Sqm | 48.01 | ₹13,99,971.6 |
| 6 | Tack Coat @ 0.40kg per sqm
Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.40 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 | 58,320 | Sqm | 25.77 | ₹15,02,906.4 |
| 7 | 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 | 2,916 | Cum | 10,346.23 | ₹3,01,69,606.68 |
| 8 | Bituminous Concrete 30mm to 45mm thickness(Grading II) Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical 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 507 of MORT&H specifications | 1,166.4 | Cum | 12,566.87 | ₹1,46,57,997.17 |
| 9 | Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 | 20 | Each | 4,619.16 | ₹92,383.2 |
| 10 | Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 | 10 | Each | 6,069.11 | ₹60,691.1 |
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