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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 96 KAUSHALPURI HARDOI | HARDOI | HARDOI | UTTAR PRADESH | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹1.1 L (0.72%)Rejected-Finance 964 RAJENDRA NAGAR ORAI JALAUN | ORAI | JALAUN | UTTAR PRADESH | ₹1.6 Cr+₹1.1 L (0.72%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical 221 | HARDOI | UTTAR PRADESH | 209869 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹10.3 L
Closing Date
6 Apr 2026, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
Construction work of 3x6 M Span RCC Box Culvert in Km-12 of Sandi Shahabad road (MDR-107C) in District Hardoi in F.Y. 2025-26
2026_CEUCZ_1131551_1
1418M/1MT/ E-TENDER/UC/2025-26 DATE 22.03.2026
Open Tender
Civil Works
Fixed-rate
365 days
HARDOI
Construction work of 3x6 M Span RCC Box Culvert in Km-12 of Sandi Shahabad road (MDR-107C) in District Hardoi in F.Y. 2025-26
2 documents required · 2 mandatory
₹2,714
₹10.3 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
6 Jun 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
1 Apr 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 |
|---|---|---|---|---|---|
| 1Dismantaling of existing structure like culverts bridges retaining walls and other structure comprising of masonary cement concrete wood work steel work including T & P and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable and stacking the serviceable material with all lead of 1000 metres (Including Bitumen & Labour Cess but Excluding G.S.T.) For Bridge Dismantaling work | |||||
| 2Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 3Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 4sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 5Furnishing and placing reinforced cement concrement in super structure as per drawing and Technical Specifications Clause 800,1205.4 and 1205.5 RCC Grade M 30 (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 6Supplying fitting and placing mild bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 7Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 8Drainage Spouts complete as per drawing and Technical specification (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 9Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. (Including Labour Cess but Excluding G.S.T.) For Bridge work | |||||
| 10Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (Including Labour Cess but Excluding G.S.T.)For PROTECTION WORK | |||||
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