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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.1 LAdmitted-Finance BALLIA UTTAR PRADESH | BALLIA | UTTAR PRADESH | 221701 | -0.11% | ₹20.1 L | L1 | Admitted-Finance |
| 2 | L2₹20.1 L+₹1,208.15 (0.06%)Admitted-Finance | -0.05% | ₹20.1 L+₹1,208.15 (0.06%) | L2 | Admitted-Finance |
Tender Value
₹20.1 L
EMD Value
₹41,000
Closing Date
21 Apr 2026, 12:00 pmClosed
EE RED DIV Ballia
EE RED DIV Ballia
Lot87 vidhan sabha bansdih ke antargat block beruarbari ke gram sabha apayal me chotka hazam ke khet se bhagwan verma ke bagiche tak CC road evam dhakkan sahit nali nirman kary
2026_REDUP_1131812_1
2630/EE/RED/2025-26/23-03-2026
Open Tender
Civil Works
Fixed-rate
90 days
ballia
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹41,000
Yes
29 Apr 2026
13 Apr 2026
22 Apr 2026
13 Apr 2026
21 Apr 2026
13 Apr 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 | Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book | - | Cum | 3,310.75 | - |
| 2 | WBM Grading - 3 Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. | - | Cum | 4,501.29 | - |
| 3 | 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 1501.2.2m 30(Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregates not exceeding 25mm. mixed in a concrete mixer of not less than 0.2 cum. capacity and appropriate weigh batcher using approved mix design, and in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythin film wedges, steel plates including levelling the formwork as poer 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, curing compount( where specified) and watger finishing to lines and grade as per drawing and Technical specification clause 1501 | - | cum | 8,934.18 | - |
| 4 | S/F of sign board and photography. | - | cum | 4,750 | - |
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