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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.3 LAccepted-AOC RYO SHIVPUSI SHALA KOKPURA ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹15.3 L | 1 | Accepted-AOC Pass |
| 2 | 2₹15.3 LRejected-Finance | ₹15.3 L | 2 | Rejected-Finance L2 |
Tender Value
₹15.3 L
EMD Value
₹32,000
Closing Date
20 May 2026, 12:00 pmClosed
EE RED Etawah
EE RED Etawah
Saifai Jaswant Nagar ke Kinare Saifai Rajwaha ki dahini taraf to revenue vipez nagla subhan block saifai Etawah me vidhyaram house to railway line tak 5 ft gehra or 3 ft chora140 mtr lamba nala concrete and one puliya sahit nirman karya
2026_REDUP_1148406_1
77/RED/Account/Tender Notice Dt 18.04.2026
Open Tender
Civil Works
90 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
₹32,000
10 Jun 2026
14 May 2026
20 May 2026
14 May 2026
20 May 2026
14 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 | E/W Excavation of foundation in ordinary soil (Loam Clay or Sand) Including lift upto 1.5 m and lead upto 30 m and Including Filling ,As per SI No.251 | - | Cum | 137.75 | - |
| 2 | E/W in filling in outer side but cartage of earth distance 4.00 k.m. as per analysis | 1 | Cum | 240.92 | ₹240.68 |
| 3 | P/L Cement concrete in 1:6:12 cement , f/sand and 40 mm gauge stone Ballast i/c all material and labour charges As per SI NO 273 | - | Cum | 4,037.5 | - |
| 4 | RCC work 1:1.5:3 cement ,coarse sand & 20 mm stone grit etc as per si.no.284+NS-282+282 | 1 | Cum | 7,885 | ₹7,877.12 |
| 5 | Mild steel or iron in plain work such as reinforced concrete etc. as per si.no.504 | 1 | qtl | 6,697.5 | ₹6,690.8 |
| 6 | P/L Of 110 mm dia pvc pipe ch-01,si.no.17,30 | 1 | r.m. | 218.5 | ₹218.28 |
| 7 | 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, compacting as per technical specification clause 401. | - | Cum | 3,233.3 | - |
| 8 | 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, | 1 | Cum | 7,317.11 | ₹7,309.79 |
| 9 | S/F of informatory sign board i/c all material and labour etc. | - | No's | 5,842.5 | - |
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