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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.2 LAccepted-Finance | ₹67.2 L | L1 | Accepted-Finance Accept due to first lowest |
| 2 | L2₹68.6 LRejected-Finance | ₹68.6 L | L2 | Rejected-Finance Reject due to second lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
12 May 2026, 4:00 pmClosed
EE,CD-I,UPJN(Urban),Prayagraj
Office of the EE,CD-I,UPJN(Urban),Prayagraj
Interconnection of Existing Common Inlet Chamber To Existing New Sump by Laying Sewer including Construction of Screen Chamber and other Appurtenant Works in Alopibagh Sewage Pumping Station Campus in Municipal Corporation Prayagraj
2026_UPJNM_1143218_1
637/A-7/35 Date 27.04.2026
Open Tender
Civil Works
Prayagraj
As per tender document
3 documents required · 3 mandatory
₹5,900
EE,CD-I,UPJN(Urban)
₹1.4 L
Office of the EE,CD-I,UPJN(Urban),Prayagraj
22 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
4 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Interconnection of Existing Common Inlet Chamber To Existing New Sump by Laying Sewer including Construction of Screen Chamber and other Appurtenant Works in Alopibagh Sewage Pumping Station Campus in Municipal Corporation Prayagraj including Supply of all material, labour, T&P etc. required for Successful Completion of work. | - | - | - | - | 1 |
| 2 | Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferably of red colour. The vertical members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) | 50 | Rmt | 138.65 | ₹6,932.5 | 2 |
| 3 | Dismantling of following type of roads including sorting and stacking of serviceable material and disposal of unserviceable materials up to the distance of 50 M etc complete work as per directions of Engineer in charge. | - | - | - | - | 3 |
| 4 | Bitumen road | 196 | Sqm | 211.09 | ₹41,373.64 | 4 |
| 5 | Permanent reinstatement of following type of roads including sorting and stacking of serviceable material and disposal of unserviceable materials up to the distance of 50 M etc complete work as per directions of Engineer in charge. | - | - | - | - | 5 |
| 6 | Bitumen road | 196 | Sqm | 2,046.53 | ₹4,01,119.88 | 6 |
| 7 | Excavation of ordinary soil for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, trimming, dressing, levelling, refilling of trenches in 15 cm layer. @ 70% of total Quantity including supply of all material labour, T&P for proper completion of work as per direction of Engineer in charge. | - | - | - | - | 7 |
| 8 | 0.0 to 1.5 M B.G.L | 367.5 | Cum | 272 | ₹99,960 | 8 |
| 9 | 1.5 to 3.0 m B.G.L. | 330 | Cum | 342.56 | ₹1,13,044.8 | 9 |
| 10 | 3.0 to 4.5 m B.G.L. | 292.5 | Cum | 430.52 | ₹1,25,927.1 | 10 |
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