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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 CrAccepted-AOC GORAKHPUR | UTTAR PRADESH | 273001 | ₹22.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹22.4 CrRejected-AOC ADARSH NAGAR BASHARATPUR GORAKHPUR UTTAR PRADESH 273004 | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273004 | ₹22.4 Cr | L2 | Rejected-AOC L2 |
Updated dates
Tender Value
₹22.4 Cr
EMD Value
₹44.7 L
Closing Date
24 Apr 2026, 3:00 pmClosed
General Manager Zone-3 UPPCL Lucknow
Office of the General Manager Zone-3 UPPCL Lucknow
Construction CM Model Composite School (Phase-2) at Block-Rudhauli Village-Tikarria Pappa Distt. Basti
2026_UPPRC_1136333_1
01/GM-3/UPPCL/2026-27 DATE-06.04.2026
Open Tender
Civil Works - Buildings
540 days
Basti
As per Bid Documents
2 documents required · 2 mandatory
₹17,700
₹44.7 L
25 May 2026
13 Apr 2026
24 Apr 2026
13 Apr 2026
24 Apr 2026
13 Apr 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 |
|---|---|---|---|---|---|---|
| 1 | MAIN BUILDING ] | - | - | - | - | 1 |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | - | - | - | - | 2 |
| 3 | In all kind of soil upto 1.5m depth | 1 | CUM | 1 | ₹1 | 3 |
| 4 | In all kind of soil upto 1.5m to 3.0m. depth | - | CUM | 0.6 | - | 4 |
| 5 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | 1 | CUM | - | - | 5 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | CUM | - | - | 6 |
| 7 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | 1 | CUM | - | - | 7 |
| 8 | Construction of drain along with apron. 150X150MM | 1 | RM | 0.4 | ₹0.4 | 8 |
| 9 | Providing and injecting chemical emulsion for pre constructional 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. | - | - | - | - | 9 |
| 10 | (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 : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm | - | - | - | - | 10 |
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