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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.9 LAdmitted-Finance | -0.15% | ₹14.9 L | L1 | Admitted-Finance |
| 2 | L2₹14.9 LAdmitted-Finance | +0.00% | ₹14.9 L | L2 | Admitted-Finance |
Tender Value
₹14.9 L
EMD Value
₹29,780
Closing Date
19 May 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Ram Nagar ke Gurudvar gali me shrimati tara devi kevi ke awas se apolo redio ke dukan tak interlocking karya.
2026_REDUP_1146135_3
308 DATE 27-04-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹29,780
Yes
21 May 2026
11 May 2026
19 May 2026
11 May 2026
19 May 2026
11 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of cut stone as per SOR 2020 chapter 18D Sl. No.4(b) page 49 | 1 | sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | earthwork in cutting/Filling in Embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required l | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Disposal of extra excavated earth up to 8 km of distance from site including all | 1 | cum | 1 | ₹1 | BI01010001010000000000000515BI0100001115 |
| 4 | relaying of dismantled stone chowka i/c all as per sl.no.762(b) labour only | 1 | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305 | ||||||
| 612 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . S.I. No-584 | ||||||
| 7 | 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. | 1 | cum | 1 | ₹1 | BI01010001010000000000000515BI0100001119 |
| 8Providing and Laying of Rubber moulded ( Red colour/ grey colour ) Interlocking concrete Block Pavement havings thickness 80 mm including leveling and dressing of surface to required laval and slope spriding and moisting 30 mm thick local sand on bend filling joints with local sand etc . For proper complition of the work as per Drowing and Tecnical specification Clause 1504 . | ||||||
| 8.01 | 50 % GREY | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 8.02 | 50 % RED | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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tech_eval.pdf
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BOQ_2143210.xls
BOQ • 0.27 MB
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