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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.0 LAccepted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | ₹70.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹71.0 LAccepted-Finance | ₹71.0 L | L2 | Accepted-Finance L2 |
| 3 | L3₹73.6 LAccepted-Finance | ₹73.6 L | L3 | Accepted-Finance L3 |
| 4 | L4₹76.6 LAccepted-Finance | ₹76.6 L | L4 | Accepted-Finance L4 |
| 5 | L5₹92.4 LAccepted-Finance | ₹92.4 L | L5 | Accepted-Finance L5 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
8 Apr 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
Const. of road from Thed nalliyan to jib under NABARD RD 0 900-2 400 KM
2026_PWDJK_306464_1
e-NIT No. 172 of 2025-26 Dated 18-03-2026
Open Tender
Civil Works
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Executive Engineer PWD Division Udhampur
₹2.7 L
24 Apr 2026
18 Mar 2026
9 Apr 2026
23 Mar 2026
8 Apr 2026
23 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 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. All kind of soil | ||||||
| 2Filling 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. | ||||||
| 3Earth 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, esspits 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: | ||||||
| 3.1 | All kind of soil @50% | - | cum | - | - | - |
| 3.2 | Ordinary rock @30% | - | cum | - | - | - |
| 3.3 | Hard Rock (Blasting prohibited ) @20% | - | cum | - | - | - |
| 4Earth 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, esspits 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: All kind of soil | ||||||
| 5Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. | ||||||
| 6Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | ||||||
| 7Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | ||||||
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