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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.6 LAccepted-Finance 169 GARIWAN TOLA ALLAHABAD PRAYAGRAJ ALLAHABAD UTTAR PRADESH 211003 | PRAYAGRAJ | UTTAR PRADESH | 211003 | ₹68.6 L | L1 | Accepted-Finance first lowest bidder |
| 2 | L2₹69.0 LRejected-Finance | ₹69.0 L | L2 | Rejected-Finance second lowest bidder |
| 3 | L3₹69.3 LRejected-Finance | ₹69.3 L | L3 | Rejected-Finance third lowest bidder |
Tender Value
₹69.7 L
EMD Value
₹70,000
Closing Date
20 May 2026, 1:00 pmClosed
Executive Engineer
Office of The Executive Engineer Division Office U.P. Jal nigam (Rural) Sabun gali Ambedkarnagar
Construction of Kusti hall building at Village Maheshpur Block Tanda
2026_UPJNG_1148119_1
3001/samagri-03/13 date 13/05/2026
Open Tender
Civil Works
180 days
Village Maheshpur Block Tanda
as per NIT
3 documents required · 3 mandatory
₹5,900
Executive Engineer Construction division u p j n
₹70,000
Yes
Akbarpur Ambedkarnagar
1 Jun 2026
13 May 2026
20 May 2026
13 May 2026
20 May 2026
13 May 2026
18 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 |
|---|---|---|---|---|---|
| 1construction of kusti hall building related works | |||||
| 1.01 | Excavation of 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. | - | CUM | 112.5 | - |
| 2Filling of Carted earth. | |||||
| 3Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. | |||||
| 4Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. | |||||
| 5Providing 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 : (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 | |||||
| 5.01 | (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) | 493.45 | SQM | 171 | ₹84,379.95 |
| 6Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete . Concrete of M25 grade with minimum cement content of 330 kg /cum | |||||
| 6.01 | Footing | - | CUM | - | - |
| 6.011 | Column | - | CUM | - | - |
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