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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC BHAGATPUR SHIVPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹2.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.8 Cr+₹3.2 L (1.18%)Rejected-AOC DARSAN NAGAR AYODHYA 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹2.8 Cr+₹3.2 L (1.18%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
22 Dec 2025, 3:00 pmClosed
General Manager Zone-3 UPPCL Lucknow
Office of the General Manager Zone-3 UPPCL Lucknow
Construction of Morden Workshop and Training Room Option (B) at Govt. ITI College Barhalganj, Gorakhpur
2025_UPPRC_1098766_1
50/GM-3/UPPCL/2025-26 DATE-11.12.2025
Open Tender
Civil Works - Buildings
Percentage
180 days
Gorakhpur
As per bid documents
2 documents required · 2 mandatory
₹17,700
₹5.7 L
5 Feb 2026
12 Dec 2025
22 Dec 2025
12 Dec 2025
22 Dec 2025
12 Dec 2025
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 | Civil Work | - | - | - | - |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenchesor drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. (All kind of soil) | 411.74 | Cum. | 128.57 | ₹52,937.41 |
| 3 | Excavating, supplying, stacking and filling of local earth (including 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. | - | - | - | - |
| 4 | Ground floor | - | - | - | - |
| 5 | Local Sand filling in plinth including supply of neccasary quantity of sand from the site of work 8km and including watering dessing etc. including cost of all materials labour and T&P etc . Required for proper completion of the work. | 34.07 | Cum. | 1,538.34 | ₹52,411.24 |
| 6 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (3) Treatment of top surface of plinth filling 5 liters/sqm | - | - | - | - |
| 7 | With Chlorpriphos EC 20% with 1% concentration | 223.8 | Sqm. | 224.59 | ₹50,263.24 |
| 8 | Providing and laying Cement Concret 1:4:8 (1cement :4coarse sand :8 stone aggregate 40mm including supply of all material ,labour and t&p etc.required for completion of work. | 47.76 | Cum. | 4,934.29 | ₹2,35,661.69 |
| 9 | Providing and laying in position machine battched and machine mixed design mix M- 25 grade cement concrete for RCC work using cement content as per approved design mix. Including pumping of concrete to site of laying but including the cost of centreing, shuttering, finishing and Excluding reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge | - | - | - | - |
| 10 | All works upto plinth level | - | - | - | - |
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fin_eval.pdf
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