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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC GRAM KISHUNDASAPUR JANPAD AZAMGARH UTTAR PRADESH | AZAMGARH | AZAMGARH | UTTAR PRADESH | ₹19.5 L | L1 | Accepted-AOC LOWEST RATE FOUND |
| 2 | L2₹19.5 L+₹779.23 (0.04%)Rejected-Finance | ₹19.5 L+₹779.23 (0.04%) | L2 | Rejected-Finance SECOND LOWEST RATE FOUND |
Tender Value
₹23.4 L
EMD Value
₹47,000
Closing Date
22 Jul 2026, 12:00 pmClosed
Ex.En.R.E.D. Vikas Bhawan Mau
Ex.En.R.E.D. Vikas Bhawan Mau
Vidhan Sabha Madhuban me Block Badraon ke antargat gram sabha Usarikhurd me ram Samujh ke ghar se Dipu ke ghar hote hue Munna gond ke ghar tak C.C. Nirman Karya.
2026_REDUP_1169714_1
686dt07.07.2026
Open Tender
Civil Works
Percentage
90 days
MAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,104
₹47,000
7 Aug 2026
16 Jul 2026
22 Jul 2026
16 Jul 2026
22 Jul 2026
16 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 in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including all to proper completion of work as per D.S.R 2.8.1 | 57.6 | Cum | 180.05 | ₹10,370.88 |
| 2 | Earth work in Cutting/filling in ordinary soil 30 m lead and 1.5 m lift including ramming and dressing including all as per S.I.253+231(A) | 28.8 | Cum | 150.67 | ₹4,339.3 |
| 3 | Concrete 1:6:12 cement, coarse sand and 40mm nominal size brick ballast as per S.I. 273 | 14.4 | Cum | 3,087.5 | ₹44,460 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm 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 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.(4.7.3) By Manual Means . | 66.8 | Cum | 4,488.6 | ₹2,99,838.48 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in 1:4 cement Coarse sand D.S.R 6.1.1 | 66.6 | Cum | 5,098.46 | ₹3,39,557.44 |
| 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. M 30 (Grade) coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, 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, sealent, 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 | 138 | Cum | 8,796.44 | ₹12,13,908.72 |
| 7 | 12 mm thick plaster 1:4 cement coarse sand as per D.S.R 13.4.1 | 144 | sqm | 247.18 | ₹35,593.92 |
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