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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified in Technical Evaluation |
| 2 | Accepted-Technical | Accepted-Technical Qualified in Technical Evaluation |
| 3 | Accepted-Technical | Accepted-Technical Qualified in Technical Evaluation |
| 4 | Rejected-Technical | Rejected-Technical Not Qualified in Technical Evaluation |
| 5 | Rejected-Technical | Rejected-Technical Not Qualified in Technical Evaluation |
Tender Value
Refer Docs
EMD Value
₹24.0 L
Closing Date
27 Apr 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Construction Circle, UPJN (U), 220 Civil Line, Meerut
I and D, STP, MPS, Rising Main, Intercepting Sewer Line and other appurtenant works.
2026_UPJNM_1127747_1
349/Nivida/34 Dt 18.03.2026
Open Tender
Civil Works - Others
Percentage
548 days
Khatauli
Please Refer Tender Document
2 documents required · 2 mandatory
₹23,600
Executive Engineer, UP Jal Nigam (U) Muzaffarnagar
₹24.0 L
Meerut
21 Aug 2026
19 Mar 2026
28 Apr 2026
19 Mar 2026
27 Apr 2026
19 Mar 2026
19 Mar 2026 - 28 Mar 2026
28 Mar 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 |
|---|---|---|---|---|---|
| - | SCHEDULE (G-1) | - | - | - | - |
| - | INTERCEPTION & DIVERSION OF NALLA (DRAIN)
NEAR STP SITE | - | - | - | - |
| - | Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. | - | - | - | - |
| - | 0.00 to 1.50 m | - | Cum | - | - |
| - | 1.50 to 3.00 m | - | Cum | - | - |
| - | 3.00 to 4.50 m | - | Cum | - | - |
| - | Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast. | - | Cum | - | - |
| - | Providing lay in RCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 4cm gauge stone ballast. | - | Cum | - | - |
| - | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. | - | Cum | - | - |
| - | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. | - | - | - | - |
stage.html
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tech_bid_open.pdf
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Tendernotice_1.pdf
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BIDDOCUMENTKHATAULISBM.pdf
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BOQ_2103369.xls
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CORRIGENDUM170426.pdf
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CORRIGENDUM160426.pdf
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CORRIGENDUM11.pdf
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Corrigendumkhataulisbm.pdf
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