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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.2 LAdmitted-Finance 5 SYNDICATE BANK COLONY GALIANA ROAD AGRA | AGRA | AGRA | UTTAR PRADESH | -0.25% | ₹26.2 L | L1 | Admitted-Finance |
| 2 | L2₹27.4 LAdmitted-Finance BHONDE 20 SHYAM DHAM COLONY SHANIDEV ROAD RUNAKTA AGRA | AGRA | AGRA | UTTAR PRADESH | 282007 | +4.55% | ₹27.4 L | L2 | Admitted-Finance |
| 3 | L3₹27.5 LAdmitted-Finance | +5.00% | ₹27.5 L | L3 | Admitted-Finance |
Tender Value
₹26.2 L
EMD Value
₹26,500
Closing Date
22 May 2026, 4:00 pmClosed
SE ECC(D)Agra
220 KV Sub Station 64 Khamba Sikandra Agra
ANNUAL M R OF MD DVVNL OFFICE VIDYUT ADHIKARI COLONY AT 220 KV SUB STATION, SIKANDRA, AGRA
2026_DVVNL_1149628_1
02/ECC(D)Ag/2026-27
Open Tender
Civil Works
365 days
SE ECC(D)Agra
As Per Tender Documents
3 documents required · 3 mandatory
₹3,540
DVVNL
₹26,500
19 Jun 2026
16 May 2026
23 May 2026
16 May 2026
22 May 2026
16 May 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (DSR 2.1) All kinds of soil (DSR 2.1.1) | 3 | sqm | 98.95 | ₹296.85 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (DSR 2.6) All kinds of soil (DSR 2.6.1) | 4 | cum | 135.26 | ₹541.04 |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8) All kinds of soil. (DSR 2.8.1) | 4 | cum | 198.35 | ₹793.4 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (DSR ) (DSR 2.25) | 1 | cum | 149.35 | ₹149.35 |
| 5 | Excavating, supplying, stacking and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR ) (DSR 2.25(a)) | 3 | cum | 468.78 | ₹1,406.34 |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (DSR 2.26) All kinds of soil (DSR 2.26.1) | 5 | cum | 96.62 | ₹483.1 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR ) (DSR 2.27) | 1 | cum | 1,618.3 | ₹1,618.3 |
| 8 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (DSR 2.28) All kinds of soil (DSR 2.28.1) | 30 | sqm | 26.02 | ₹780.6 |
| 9 | Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (DSR 2.29) All kinds of soil (DSR 2.29.1) | 30 | sqm | 26.37 | ₹791.1 |
| 10 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (DSR 2.3) All kinds of soil (DSR 2.30.1) | 20 | each | 62.83 | ₹1,256.6 |
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