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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.6 LAccepted-Finance 567 | KHERI | UTTAR PRADESH | 261501 | ₹49.6 L | L1 | Accepted-Finance Due to L1 Rate |
| 2 | L2₹49.6 LRejected-Finance 142 SHASHTRI NAGAR DISTRICT LAKHIMPUR KHERI UP | KHERI | UTTAR PRADESH | 261501 | ₹49.6 L | L2 | Rejected-Finance Due to L2 Rate |
Tender Value
Refer Docs
EMD Value
₹5.4 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Superintending Engineer
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
Construction work of 3x3.00 m span Box Culvert (Minor Bridge) at Aliganj Mukhye Nahar on Bijuwa to Ram Nagar Kalla link road in Km-2.
2026_CEUCZ_1128632_1
1237/352C/E.TENDER/STP-LMP/26 Dt. 09.03.2026
Open Tender
Civil Works - Bridges
180 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹5.4 L
Yes
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
2 Jun 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
26 Mar 2026
21 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 |
|---|---|---|---|---|---|
| 1Distmantling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in charge with in a distance of 60 meters ( 200 feet). Chapter No 17 SI No 692 | |||||
| 2Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. | |||||
| 3Dewatering the ground water for trenches with hire,operational &fuel charges of pump with oprater complete | |||||
| 4Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross ections, and transporting to the embankment location within all lifts and lead up to 1000m | |||||
| 5Supply and filling of sand on below foundation and wing wall including cost of all material, labour, T&P etc required for proper completion of works as per direction by E/I | |||||
| 6Back filling behind abutement return wall complete as per drawing and technical specification. | |||||
| 7Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | |||||
| 8Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | |||||
| 9Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | |||||
| 10Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | |||||
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