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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.0 LAccepted-AOC | ₹16.0 L | 1 | Accepted-AOC Pass |
| 2 | 2₹16.0 L+₹640.23 (0.04%)Rejected-Finance | ₹16.0 L+₹640.23 (0.04%) | 2 | Rejected-Finance Due to L2 |
Tender Value
₹16.0 L
EMD Value
₹32,000
Closing Date
18 Jul 2026, 12:00 pmClosed
EE RED Etawah
EE RED Etawah
Block Mahewa GP Dadora me Etawah Lakhna Road se upswasthya kendra tak CC Road Nirman karya
2026_REDUP_1167869_4
284/RED/Account/Tender Notice Dt 18.06.2026
Open Tender
Civil Works
Percentage
90 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
₹32,000
22 Aug 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 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 | - | cum | 137.75 | - |
| 2 | Earth work Cutting or Filling but cartage of earth upto 4.00 Km Distance I/c all complete etc. as per Analysis | - | cum | 240.92 | - |
| 3 | Concrete with 4Cm. Gauge Stone ballast and Coarse sand and cement in 8:4:1 in foundation I/c all complete etc. as per Sl.No. 281 | 1 | cum | 5,700 | ₹5,694.3 |
| 4 | 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 | - |
| 5 | 12mm plaster in 1:4 cement & coarse sand I/c all labour material T&P as per Sl. No. 13 (4) | - | sqm | 190 | - |
| 6 | S/Laying of G.S.B. in Base of C.C Road I/c all complete as per Sl.No. 4.1 (401) | - | cum | 3,371.86 | - |
| 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 | 7,594.26 | - |
| 8 | S/F of Sign Board | - | No | 5,842.5 | - |
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