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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-Finance | ₹15.4 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹15.4 LRejected-Finance | ₹15.4 L | L2 | Rejected-Finance 2nd Bidder |
| 3 | Rejected-Technical GRAM CHILWARIYA THANA KOTWALI DEHAT DISTRICT BAHRAICH UTTAR PRADESH | BAHRAICH | BAHRAICH | UTTAR PRADESH | - | - | Rejected-Technical Clause 3.3(i) of ITB |
Tender Value
₹18.4 L
EMD Value
₹36,800
Closing Date
4 May 2026, 12:00 pmClosed
EE RED Chandauli
EE RED Chandauli
Vikas Khand Sadar ke Gram Dude ke rajasva gaon Nagahi me Mavaiya Minor se Biyar basti tak interlocking sadak ka nirman karya.
2026_REDUP_1138505_46
21/RED/Chandauli/26-27 Date-04-04-2026
Open Tender
Civil Works - Roads
90 days
Chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,104
₹36,800
21 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
4 May 2026
21 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 | Dismantling of BOE SolingAs per SI No.2.6d | - | Sqm | - | - |
| 2 | Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251. | - | Cum | - | - |
| 3 | Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 | - | Cum | - | - |
| 4 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 | - | Cum | - | - |
| 5 | Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253 | - | Cum | - | - |
| 6 | 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, complete as perTechincal Specification clause 401 | - | Cum | - | - |
| 7 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) 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 to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) | - | Cum | - | - |
| 8 | R.C.C. in 1:2:4 cement C.sand & 20mm dalla stone grite with proper completion of work in cover as per SI No -283 | - | Cum | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 | - | Kg | - | - |
| 10 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. | - | Sqm | - | - |
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tech_eval.pdf
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details.html
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T1TwaritRajyanshnidhi.pdf
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BOQ_2128893.xls
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