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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Fee/PreQual/Technical/Finance | -51.79% | ₹7.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.7 L+₹2.7 L (38.3%)Admitted-Fee/PreQual/Technical/Finance | -33.33% | ₹9.7 L+₹2.7 L (38.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.3 L+₹5.3 L (76.3%)Admitted-Fee/PreQual/Technical/Finance | -15.00% | ₹12.3 L+₹5.3 L (76.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Division name not mentioned on the EMD and Tender document |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Division name not mentioned on the EMD and Tender document |
Tender Value
₹17.1 L
EMD Value
₹34,194
Closing Date
10 Aug 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Development of Playfield at Shangus Iqbalabad including lighting in front of three bed room hut at Achabal
2026_PWDJK_318277_8
ENIT29DivisionVailoo26-27
Open Tender
Civil Works
Percentage
90 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Centralized Designated pooling Account
₹34,194
Yes
12 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
10 Aug 2026
28 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 |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | - | cum | - | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.Ordinary Rock | 1 | Cum | 0.4 | ₹0.4 |
| 3 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 1 | Sqm | - | - |
| 4 | P/F of Inaguration/ Foundation stone of size 3x2 (granite) Including making of brick pedestals complete job. | - | Job | 0.6 | - |
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