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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.6 LAdmitted-Finance | -0.01% | ₹14.6 L | L1 | Admitted-Finance |
| 2 | L2₹14.6 LAdmitted-Finance | +0.00% | ₹14.6 L | L2 | Admitted-Finance |
Tender Value
₹14.7 L
EMD Value
₹29,300
Closing Date
19 May 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Gram Sultanpur me kajari road par shri ashis chaube ke avas se shri nandlal rai ke avas tak interlocking nirman karya.
2026_REDUP_1146135_4
308 DATE 27-04-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹29,300
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 | Excavation 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 | 1 | Cum. | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | concrete with 4 cm gague brick ballast sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors including supply of all material labour T&P etc.required for proper completion of work as per sl. No.273 | 1 | Cum. | - | - | BI01010001010000000000000515BI0100001114 |
| 3Providing and laying Reinforced cement concrete pipe NP2 (burried conduits) on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls & parapets. As per DSR 2023 Code 19.6.3 300 mm dia | ||||||
| 4 | Earthwork in cutting or 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 including cartage from 6 km distance | 0.2 | Cum. | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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. | 1 | Cum. | - | - | BI01010001010000000000000515BI0100001117 |
| 6Providing 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 | ||||||
| 6.01 | Hence For Red Colour - | 0.4 | Sqm. | - | - | BI01010001010000000000000515BI0100001119 |
| 6.02 | Hence For Grey Colour - | 0.4 | Sqm. | - | - | BI01010001010000000000000515BI0100001120 |
| 7 | 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 | 0.6 | Cum. | - | - | BI01010001010000000000000515BI0100001121 |
| 8 | 12 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . S.I. No-584 | 1 | Sqm. | - | - | BI01010001010000000000000515BI0100001122 |
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