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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance SULEMAPUR SHIVRAMPUR VARANASI | ₹10.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.9 LRejected-Finance | ₹10.9 L | L2 | Rejected-Finance L2 |
Tender Value
₹10.9 L
EMD Value
₹21,840
Closing Date
21 Apr 2026, 12:00 pmClosed
EE
EE RED VARANASI
GRAM SARAIYA AYAR ME PAKKI SADAK SE ANUSUCHIT JATI BASTI, BRAHMAN BASTI TATHA KSHATRIYA BASTI HOTE HUE DUSARI OOR PAKKI SADAK PAR INTERLOCKING KA KARYA.
2026_REDUP_1131737_7
3492 Date 23-03-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹21,840
Yes
8 May 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
21 Apr 2026
6 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 |
|---|---|---|---|---|---|---|
| 1Earthwork in cutting or in embankment in ordinary soil excavation 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 levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. S.I.No-253 I/C Mechanical Compaction in layer by Road Roller DSR 1.1.2 | ||||||
| 2 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 3Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. 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-273 | ||||||
| 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 | ||||||
| 6Construction 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. | ||||||
| 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 | 50 % GREY | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 7.02 | 50 % RED | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 8Laying 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) | ||||||
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