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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.7 L+₹42,528 (18.5%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹4.1 L+₹1.8 L (76.7%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
7 Aug 2026, 4:00 pmClosed
ER Iqbal Ganie
Office of the EXEN PWD RNB Div Banihal
Refer to BOQ
2026_PWDJK_316780_7
NIT 31 Of 2026-27 Dated 18-07-2026
Open Tender
Civil Works
Percentage
30 days
Executive Engineer PWD RnB Division Banihal
Refer to SBD
2 documents required · 2 mandatory
₹200
Office of the EXEN PWD RNB Div Banihal
₹10,000
Executive Engineer PWD RnB Division Banihal
27 Aug 2026
18 Jul 2026
8 Aug 2026
18 Jul 2026
7 Aug 2026
18 Jul 2026
30 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 |
|---|---|---|---|---|---|
| 0.0 | 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 : | 188.13 | cum | 187.3 | ₹35,236.75 |
| 0.0 | Ordinary Rock | 80.63 | cum | 392.8 | ₹31,671.46 |
| 0.0 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 1,427.5 | cum | 218.4 | ₹3,11,766 |
| 0.0 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe | 9.8 | meter | 2,902.25 | ₹28,442.05 |
| 0.0 | Carriage of Mulba for an avg lead of 0.50 Km by MT | 1,158.75 | cum | 80.45 | ₹93,221.44 |
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