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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC BAHRAICH | MAHARAJGANJ | UTTAR PRADESH | 273151 | ₹13.6 L Quoted ₹11.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹11.5 LRejected-Finance | ₹11.5 L | L2 | Rejected-Finance High |
Updated dates
Tender Value
₹11.5 L
EMD Value
₹23,100
Closing Date
8 Apr 2026, 12:00 pmClosed
Executive Enginer
Office of the Executive Enginer, R.E.D. Bahraich
Mohalla Buxipura Nai Basti me Indu Sigh ke ghar se Jaiswal Ji ke ghar hote huye Saujanya Mishra ke ghar tak inerlocking nirman karya-Nagar Kshetra_01
2026_REDUP_1129895_1
1271/RED/Etender(35)/2025-26, Dt. 16.03.2026
Open Tender
Civil Works
180 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹788
₹23,100
18 Apr 2026
25 Mar 2026
8 Apr 2026
25 Mar 2026
8 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in cutting or in embankmentin ordinary soil as per SI No 253 | |||||
| 2Excavation in foundation in ordinary soil (Loam clay, or sand )including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches.as per SI No 251 | |||||
| 3Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method-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 per Technical Specification Clause 401. | |||||
| 4WBM Grading 3 Providing, laying, spreading and compacting stone aggregated of specific sizes 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 to the required density grading 3 as per Technical Specification Clauses 405. | |||||
| 5Ist Class B/W 1:4 Cement, C/ Sand Mortar as per S.I. 305(b) | |||||
| 6Providing & laying Cement Concrete 1:2:4 Cement, C/sand & 20mm stone grit I/C all material, labour and T & P etc. requred for proper complition of the work as per S.I. No.279(b) | |||||
| 7Interlocking Concrete Block PavementProviding and laying of interlocking concrete block pavment having thickness 80 mm as per Technical specification clause 1504. | |||||
| 8S/F of Sign Board at site | |||||
| 9deduction of competitive price efficincy @ 5% | |||||
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technical_2107713.pdf
techsummary_2107713.pdf
finance_2107713.pdf
BOQ Comparative Chart
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2107713.xls
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