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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAccepted-Finance S 3 17 GREATER GREEN PARK BISALPUR ROAD BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹78.3 L | L1 | Accepted-Finance Responsive |
| 2 | L2₹78.7 LRejected-Finance | ₹78.7 L | L2 | Rejected-Finance Non Responsive |
| 3 | Rejected-Technical 143 SHASTRI NAGAR LAKHIMPUR KHERI | KHERI | UTTAR PRADESH | 261501 | - | - | Rejected-Technical Non Responsive |
Tender Value
₹78.5 L
EMD Value
₹6.0 L
Closing Date
17 Feb 2026, 12:00 pmClosed
Superintending Engineer
SE BDN/PBT Circle PWD Bareilly
Repair and Protection work of Minor Baridge in Gulariya Bhupsingh Ekottarnath Road KM 3 at Gomti River
2026_CEBLY_1112343_1
441/76C(A)(ET)-8/25-26 Date 19.01.2026
Open Tender
Civil Works - Bridges
60 days
Pilibhit
Repair and Protection work of Minor Baridge in Gulariya Bhupsingh Ekottarnath Road KM 3 at Gomti River
3 documents required · 3 mandatory
₹2,714
₹6.0 L
Yes
Bareilly
8 May 2026
4 Feb 2026
17 Feb 2026
4 Feb 2026
17 Feb 2026
4 Feb 2026
5 Feb 2026
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. RCC Grade M20 (1:2:4)
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing and Laying filter meterial underneath pitching in slope Complete as per drawing and technical Specification clause 1302
Providing and laying pitching on slopes laid boer prepared filter media as per drawing and technical specification clause 1302
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Type - A, "W": Metal Beam Crash Barrier Providing 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 810. (As per Lko SOR Ch-26 sl no-26)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with lead upto 30 m as per technical specificaton clause 301.5 (Carted 3.00 Km)
Construction (E/W in cutting/Filling of Patri) of subgrade and earthen shoulders with approved material obtained from boeeowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 (Carted 3.00 Km)
Supplying high performance woven geotextile bags, fabricated from -Engineered Textile" manufactured from 100% PP multifilament yarn by machine in cross direction, woven into stable network such that the yarn retains their relative position. The fabric used for bags shall be (200 GSM)TFI 1200 or equivalent and meet the criteria given under tech. spec. and have high UV resistance, inert to biological degradation and resistant to naturally encountered chemicals like acids and alkalies, including contractors' profit but excluding all taxes.
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