Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹57.2 LAccepted-AOC | ₹57.2 L | L2 | Accepted-AOC low rate bid accepted |
| 2 | L2₹58.0 LRejected-Finance | ₹58.0 L | L2 | Rejected-Finance High Rate Bid Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive due to Clause 4.2 h 4.4 B a iii 4.2 i 3.3 3.5 of ITB |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive due to Clause 4.4 B a ii of ITB |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive due to Clause 4.4B b i 4.2 d 4.2 f of ITB |
Tender Value
₹58.0 L
EMD Value
₹1.2 L
Closing Date
12 May 2026, 12:00 pmClosed
S.E. R.E.D. Circle Kanpur
S.E. R.E.D. Circle Kanpur
Construction of Sampark marg from Pal Brother Market to Village Kabirganj Sri Gorelal house at Near Kasawa Nagla Marg Block Chhibramau
2026_REDUP_1145301_17
15/RED/Tender/TAVY(Kannauj) Dt. 02.04.2026
Open Tender
Civil Works
Percentage
120 days
Kannauj
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
₹1.2 L
27 Aug 2026
6 May 2026
12 May 2026
6 May 2026
12 May 2026
6 May 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in soil using manual means for carring of cut earth to embankment site with a lift upto 1.5m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | Cum | 0.8 | ₹0.8 |
| 2 | Providing PCC (1:3:6) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | Cum | - | - |
| 3 | Brick masonry in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | - | Cum | - | - |
| 4 | Construction of enmbankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requriment of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | Cum | - | - |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 1 | Cum | - | - |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | - | Cum | - | - |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 with shovels, 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | - | Cum | 0.8 | - |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 | 1 | Cum | 1 | ₹1 |
| 9 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | Sqm | - | - |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 20 | - | Cum | 1 | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 3.24 MB
BOQ_2141803.xls
BOQ • 0.24 MB
SBDKannauj.pdf
Tender Documents • 6.07 MB
Sudhipatracircle2.pdf
PDF • 0.43 MB
SudhipatraCircle.pdf
PDF • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .