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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.9 LAccepted-AOC RYO SHIVPUSI SHALA KOKPURA ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹16.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹17.0 L+₹847.94 (0.05%)Rejected-Finance | ₹17.0 L+₹847.94 (0.05%) | 2 | Rejected-Finance Due to L2 |
Tender Value
Refer Docs
EMD Value
₹34,000
Closing Date
22 Aug 2026, 12:00 pmClosed
EE RED Etawah
EE RED Etawah
Jaswant Nagar Tehsil antargat Rajasw Gram Bhawalpur me NH 19 to Tirupati Cold Storage hote hue khel medan tak CC Road Nirman Karya
2026_REDUP_1175942_1
409/RED/Account/Tender Notice Dt 22.07.2026
Open Tender
Civil Works
Percentage
90 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
₹34,000
10 Sept 2026
14 Aug 2026
22 Aug 2026
14 Aug 2026
22 Aug 2026
14 Aug 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 of foundation in ordinary soil (Loam clay or sand) Including lift upto 1.50 Meter and lead upto 30 meter and Including filling, as per Sl No. 251 | 1 | cum | 137.75 | ₹137.61 |
| 2 | Concrete with 4Cm. Gauge stone ballast and fine sand of 1.25 fineness modulous and cement in proportion and cement in proportion of 1:4:8 in foundation and under floors, including supply of all material, labour and tools and plants etc. as per Sl.No. 273 | 1 | cum | 5,700 | ₹5,694.3 |
| 3 | M-150 Class Brick Work in 1:4 cement and coarse sand in foundation plinth I/c all complete etc. as per Sl. No. N.S. | - | cum | 5,985 | - |
| 4 | 12mm plaster in 1:4 cement & coarse sand I/c all labour material T&P as per Ch.No. 13 Sl.No. 4 13.1 | - | sqm | 190 | - |
| 5 | S/Laying of G.S.B. in Base of C.C Road I/c all complete as per Sl.No. 4.1 (401) | - | cum | 3,506.74 | - |
| 6 | Construction of un-reinforced, 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 screed vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | - | cum | 7,730.56 | - |
| 7 | S/F PVC Pipe 150mm Dia | - | No | 237.5 | - |
| 8 | S/F of Sign Board | - | No | 5,842.5 | - |
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