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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance AKHADAPURA MOTH DISTT JHANSI | JHANSI | JHANSI | UTTAR PRADESH | ₹4.8 L | L1 | Accepted-Finance Low Rate |
| 2 | L2₹4.8 LRejected-Finance | ₹4.8 L | L2 | Rejected-Finance High Rate |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
8 Apr 2026, 1:30 pmClosed
Executive Engineer
UPSCIDCO Jhansi
Mauranipur Dehat Janpad Jhansi me Radhika Palace aur Sonalika Tractor Agency ke bich se Pramod Shrivas Bhole ke makan tak CC Road ka nirman karya. Under scheme B.V.N. 2025-26 Hon ble Shri Babulal Tiwari Ji, MLC Jhansi
2026_SCIDC_1132141_1
111/EE/Jhansi/ET/2025-26
Open Tender
Civil Works - Others
90 days
Mauranipur Jhansi
Please refer the tender documents
2 documents required · 2 mandatory
₹826
Yes
UPSCIDCO
₹10,000
Yes
2 May 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
1 Apr 2026 - 8 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 |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.01 | WBM GRADE -3 Providing ,laying , spreading and compacting stone aggregates of specific sizes to water bound macadom specification including in unifrom thikness hand paking rolling with smooth Wheel roller 80-100 KN in stages to proper grade and camber , applying and brooming ,tone screening to fillup the interstics of the coarse aggregate, watering and compacting to achieve the desired density , Grade -3 as per Technical Specification Clause 405 . | - | cum | - | - |
| 1.02 | Providing and laying Concrete with 20 mm. (1.5") gauge Stone ballast fine local sand of 1.25 Fitness modulouse and cement in Proportion of 1:1.5:3 in foundation and under floors including supply of all materials labour and T&P etc. required for proper completion of the work. (1:1.5:3) | 1 | sqm | 1 | ₹1 |
| 2Drain | |||||
| 2.01 | Excavation in foundation in ordinary soil (loam caly, or sand). Including lift upto 1.5 mt. (5 ft.) and lead upto 30 mt. (100 fts.) and including filling waterning and raiming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and dispsal of surplus earth as directed by the engeeneer in-charge upto a distance of 30 mt. from the foundation and trenches. SI-257 | 1 | cum | - | - |
| 2.02 | Concrete with 4 mm. (1.5") gauge Stone ballast fine local sand of 1.25 Fitness modulouse and cement in Proportion of 6:3:1 in foundation and under floors including supply of all materials labour and T&P etc. required for proper completion of the work. (6:3:1)SI No. 280
Page 39 | - | cum | - | - |
| 2.03 | M-150 class brick work in 1:4 cement & coarse sand mortar in foundation up to plinyh as per S.No 303 +305,Ch-6 | 1 | cum | - | - |
| 2.04 | 12 mm thick plaster 1:4 cement and corase sand mortar including supply of all material labour T&P etc.as per ch-13 SI-17.59 | - | Sqm | - | - |
| 2.05 | Cement concrete with 20 mm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : 1including supply of all materials, labour and T&P etc. required for proper completion of the work.Ch-5 s.no. 288 new item page 40 | - | cum | - | - |
| 2.06 | Add informatory board | - | NO. | - | - |
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