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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.9 LAdmitted-Finance | -0.05% | ₹15.9 L | L1 | Admitted-Finance |
| 2 | L2₹15.9 LAdmitted-Finance VARANASI | UTTAR PRADESH | 221001 | -0.00% | ₹15.9 L | L2 | Admitted-Finance |
Tender Value
₹15.8 L
EMD Value
₹31,520
Closing Date
7 May 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
GRAM SABHA KAREMUA MUKHYA MARG SE SHRIDHAR MASTAR KE GHAR HOTE HUE BANTI SINGH KE GHAR TAK INTERLOCKING KA KARYA.
2026_REDUP_1135289_8
3490 DATE 23-02-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹31,520
Yes
15 May 2026
10 Apr 2026
7 May 2026
10 Apr 2026
7 May 2026
10 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work cutting and filling in ordering soil 30 M lead 1.5 Meter lift etc all complete and also 3 KM cartage. | ||||||
| 2Excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth 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 30m, from the foundation trenches including all T & P phowarah and basket etc. complete. S.I. No-251 | ||||||
| 3 | Concrete with 4cm. Gauge stone ballast, approved coarse sand and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-281 | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | M-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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 512 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . S.I. No-584 | ||||||
| 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 per Technical Specification Clause 401. | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7Providing 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 . | ||||||
| 7.01 | 2788.10 X 70% GREY | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 7.02 | 2788.10 X 30% RED | 0.6 | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 8 | Laying cement concrete P.C.C.) Road With 2 cm gauge approved stone ballast approve coarse sand and cement in the proportion of 1:2:4 including supply of all materials labour and T&P etc required for proper completion of the work. 279 (b) | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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