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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.0 LAccepted-AOC 3109 A DARIBA PASCHIM FARRUKHABAD | ₹26.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.1 LRejected-Finance FARRUKHABAD | ₹27.1 L | L2 | Rejected-Finance High Rate Rejected |
| 3 | L3₹28.6 LRejected-Finance GRAM KAMLAIPAN THANA RAMFUL DIST FARRUKHABAD | FARRUKHABAD | UTTAR PRADESH | 209501 | ₹28.6 L | L3 | Rejected-Finance High Rate Rejected |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Executive Engineer PD PWD kannauj
office of the Executive Engineer PD PWD kannauj
Maintenance work of the Major bridge Located on G T road Jalalbad to Gugrapur Sanyogita marg Kali River at km. 04
2026_CEKNP_1127749_1
668/9A Dt. 16.03.2026
Open Tender
Civil Works - Bridges
90 days
kannauj
Technical BID
2 documents required · 2 mandatory
₹2,714
₹3.1 L
Yes
office of the Executive Engineer PD PWD kannauj
19 May 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
23 Mar 2026
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 |
|---|---|---|---|---|---|
| 1Clearing 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 metres including removal and disposal of top organic soil Clquse No. 201(i)/A | |||||
| 2Cutting of trees Stacking of serviceable material with all lifts and up to a lead of 1000 metres. Clause No 201. | |||||
| 3Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth from 5km.) | |||||
| 4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Clquse No. 2504/15.4 | |||||
| 5Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clquse No. 2504/15.4 | |||||
| 6Painting Two coats after filling the surface with surface with synthetic enamel paint in all shados on new plastered concrete surfaces | |||||
| 7Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 | |||||
| 8Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Clquse No. 503 | |||||
| 9Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects. | |||||
| 10Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 509 complete in all respects | |||||
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