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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance | ₹7.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.6 L+₹84,351.94 (10.9%)Rejected-Finance | ₹8.6 L+₹84,351.94 (10.9%) | L2 | Rejected-Finance L2 |
Tender Value
₹9.9 L
EMD Value
₹19,720
Closing Date
15 Jul 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Shrimati Kiran kannojiya se lekar shri ankur chaddha ji ke awas tak gali me interlocking karya
2026_REDUP_1163963_18
927 DATE 20-06-2026
Open Tender
Civil Works
Percentage
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹19,720
Yes
31 Jul 2026
1 Jul 2026
15 Jul 2026
1 Jul 2026
15 Jul 2026
1 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 | Earth Work in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I.as per si.no. 253 carted from 8.0 Km distance | - | Cum. | 1 | - |
| 2Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251. | |||||
| 3Concrete with 4 cm.gauge Brick ballast,F.sand and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273 | |||||
| 4 | M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as per S.I.No.305. | 1 | Cum. | - | - |
| 5 | 12 mm.thick plaster with cement morter in proportion of 1:4 cement and sand of 1.25 F.M.over brick work minimum thickness not to be less than 10 m.m.including s/o all materials labour and T&P.required for proper completion of the work.as per SI.No.584 | 1 | 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 wheeled roller complete as per T.S. clause 401. | 0.6 | Cum. | 0.6 | ₹0.36 |
| 7Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504 | |||||
| 7.01 | Red Colour | - | Sqm. | - | - |
| 7.02 | Grey Colour | - | Sqm. | - | - |
| 8S/F of 110 mm dia pvc pipe ISI Mark for drainage work | |||||
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tech_eval.pdf
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Tendernotice_1.pdf
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sbd.pdf
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BOQ_2183547.xls
BOQ • 0.27 MB
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