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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86,680.14Accepted-Finance | ₹86,680.14 | L1 | Accepted-Finance Low rate |
| 2 | L2₹86,766.99Rejected-Finance | ₹86,766.99 | L2 | Rejected-Finance High Rate |
Tender Value
Refer Docs
EMD Value
₹2,000
Closing Date
10 Jul 2026, 1:30 pmClosed
Executive Engineer
UPSCIDCO JHANSI
Vill. Dhakarwara Tehsil Mauranipur Janpad Jhansi me Shri Ram Ji Trivedi ke makan se Shri Latore Kushwaha ke makan tak CC road ka nirman karya. Under scheme B.V.N. 2025-26
2026_SCIDC_1166000_1
55/EE/Jhansi/ET/2026-27
Open Tender
Civil Works - Others
Percentage
90 days
Vill. Dhakarwara Tehsil Mauranipur Janpad Jhansi
Please refer the tender documents
2 documents required · 2 mandatory
₹531
Yes
UPSCIDCO
₹2,000
Yes
22 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
3 Jul 2026 - 10 Jul 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) | - | sqm | 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 | - | 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 | 1 | sqm | - | - |
| 2.05 | RCC work with Cement, approved coarse sand, 20 mm gauge stone grit in the proportion 1:1.5:3 including centering and shuttering, lab, mat, and T&P all complete but excluding supply of reinfgorcement and its bending (SI No. 284) page 40 | - | cum | - | - |
| 2.06 | [Mild steel or iron in plain work such asreinforced concrete or reinforced brick work(when not included in an over all rates)wrought to required shape as necessaryincluding bending for proper comptetion all the work and includiog supply of att sleetand wastage & overlapping & hooks. (S.I. No.503) | - | QTL | - | - |
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dhakarwararamjinit.pdf
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