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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 CrAdmitted-Finance | -3.33% | ₹9.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.1 CrAdmitted-Finance | -1.50% | ₹9.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹9.3 CrAdmitted-Finance | -0.10% | ₹9.3 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical GRAM KAULACHAK BANAJARI DISTRICT DEORIA | - | - | - | Rejected-Technical Not qualified. |
| 5 | Rejected-Technical GRAM BHITOURA PO BHAWANIGANJ DISTRICT SIDDHARTHNAGAR | SIDDHARTH NAGAR | UTTAR PRADESH | 272148 | - | - | - | Rejected-Technical Not qualified. |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
27 Apr 2026, 5:00 pmClosed
Superintending Engineer
Office of Superintending Engineer,Circle office U.P.Jal Nigam(Rural) Ayodhya
Construction of storm water drain for diversion of middle nala allingment no-1,2
2026_UPJNG_1138743_1
147/G-02/03
Open Tender
Civil Works
Percentage
Vill-Manjha jamthara Tehsile-Sadar Ayodhya
Please refer Tender documents.
3 documents required · 3 mandatory
₹23,600
Executive engineer U.P.Jal nigam(Rural)
₹10 L
Ayodhya
12 May 2026
18 Apr 2026
28 Apr 2026
18 Apr 2026
27 Apr 2026
18 Apr 2026
24 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 |
|---|---|---|---|---|---|
| 1Survey & Design | |||||
| 1.01 | Survey Design & Drawing of Project and Vetting by NIT/ IIT | - | Job | 0.58 | - |
| 1.02 | Provide barricading for Trenches using 80-100mm dia Wooden Ballies as Vertical post.atleast 1.5m above ground level and atleast 30-45cm below ground level at a spacing of 3m. Two rows of PVC Tape strip barricading horizontal strips.
Barricading is considered for the storm water drain with depth of excavation above 1.5m. | - | meter | 1 | - |
| 2Earth work and Dewatering | |||||
| 2.01 | Earth work in Embankment/silt clearence including lift upto 1.5 m lead upto 30 m ramming and dressing by hydraulic excavator/JCB/ Poclain Machine. | - | - | - | - |
| 2.02 | For depth upto 1.50 m | - | cum | - | - |
| 2.03 | for depth above 1.50 m and upto 3.00 m | - | cum | - | - |
| 2.04 | For depth above 3.00 m and upto 4.50 m | - | cum | - | - |
| 2.05 | Transportation of excavated earth lead up to 5 km | - | cum | - | - |
| 2.06 | Pumping out water caused by spring, tidal or river seepage , broken water mains or drains and the like. | - | KL | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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Drawings.pdf
Additional Documents • 3.37 MB
Tenderdocument.pdf
Tender Documents • 3.29 MB
BOQ_2126146.xls
BOQ • 0.37 MB
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