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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.7 LAccepted-AOC 2 BHANDARI BAG BLOCK III DEHRADUN | ₹95.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹97.2 LRejected-AOC | ₹97.2 L | L2 | Rejected-AOC L2 |
| 3 | L2₹97.2 LRejected-AOC 01 CHERSOO NH44 PULWAMA PULWAMA JAMMU KASHMIR 192123 | PULWAMA | JAMMU AND KASHMIR | 192123 | ₹97.2 L | L2 | Rejected-AOC L2 |
| 4 | L3₹97.9 LRejected-AOC 01 VIDYA VIHAR PHASE I KARGI ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹97.9 L | L3 | Rejected-AOC L3 |
| 5 | L4₹98.1 LRejected-AOC | ₹98.1 L | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
9 Mar 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER (HQ)
V.C.V. Gabar Singh Urja Bhawan, Dehradun
Work of Annual M and R of residential and non residential building at V.C.V. Gabar Singh Urja Bhawan, Dehradun
2026_UPCL6_92187_1
10/EE(CM)/2025-26
Open Tender
Civil Works
Percentage
365 days
V.C.V. Gabar Singh Urja Bhawan
As per PQR
2 documents required · 2 mandatory
₹5,900
Executive Engineer (HQ), UPCL
₹1.8 L
7 Jul 2026
20 Feb 2026
10 Mar 2026
20 Feb 2026
9 Mar 2026
20 Feb 2026
20 Feb 2026 - 9 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 |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material bymechanical transport including loading, transporting, unloading to approved municipal dumping ground forlead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge. Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carriying motor vehicle of 3.5 cum or more." | 20 | cum | 407.42 | ₹8,148.4 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including disposal of excavated earth up to 50m and lift up to 1.5 m, disposal soil to be leveled and neatly dressed All kind of soil. | 50 | sqm | 107.07 | ₹5,353.5 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 70 | cum | 214.64 | ₹15,024.8 |
| 4 | 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 up to 50 m and lift up to 1.5m | 50 | cum | 161.62 | ₹8,081 |
| 5 | Supplying and filling in plinth with Yamuna sand under floors including. Watering, ramming consolidating and dressing complete. | 5 | cum | 1,751.19 | ₹8,755.95 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1,600 | sqm | 14.51 | ₹23,216 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: 1:2 :4 ( 1 Cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) | 10 | cum | 6,496.42 | ₹64,964.2 |
| 8 | Same as above but for 1:4 :8 (1 Cement :4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 5 | cum | 5,617.01 | ₹28,085.05 |
| 9 | Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills,fillets etc. up to floor five level, excluding the cost of centering,shuttering and finishing : 1:11/2:3 (1 Cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5 | Cum. | 8,540.59 | ₹42,702.95 |
| 10 | Same as above but for 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 5 | Cum. | 8,159.35 | ₹40,796.75 |
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