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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79.8 LAdmitted-Finance | -24.35% | ₹79.8 L | L1 | Admitted-Finance |
| 2 | L2₹94.9 L+₹15.1 L (18.9%)Admitted-Finance | -10.03% | ₹94.9 L+₹15.1 L (18.9%) | L2 | Admitted-Finance |
| 3 | L3₹1.0 Cr+₹20.3 L (25.4%)Admitted-Finance | -5.10% | ₹1.0 Cr+₹20.3 L (25.4%) | L3 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
7 Sept 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
Const. of road from Jaganoo Johnu road to Basan via Middle School Karowa (Balance Work) (under NABARD RIDF-XXVIII)
2026_PWDJK_323249_1
e-NIT 126 of 2026-27 Dated 02.09.2026
Open Tender
Civil Works
Percentage
365 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Executive Engineer PWD RandB Division Udhampur
₹2.3 L
10 Sept 2026
2 Sept 2026
8 Sept 2026
2 Sept 2026
7 Sept 2026
2 Sept 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 |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.1 | All kinds of soil 70% | 354.7 | Cum | 188.75 | ₹66,949.63 |
| 1.2 | Ordinary Rock 20% | 101.34 | Cum | 378.35 | ₹38,341.99 |
| 1.3 | Hard Rock 10% | 50.67 | Cum | 1,069.1 | ₹54,171.3 |
| 2Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres | |||||
| 2.1 | All Kind of soil @ 70% | 1,146.12 | Cum | 252.05 | ₹2,88,879.55 |
| 2.2 | Ordinary rock @ 20% | 359.42 | Cum | 470 | ₹1,68,927.4 |
| 2.3 | Hard Rock 10% | 183.32 | Cum | 784.05 | ₹1,43,732.05 |
| 3 | 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 | 820.23 | Cum | 198.7 | ₹1,62,979.7 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 87.77 | Cum | 4,029.15 | ₹3,53,638.5 |
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