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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | -8.55% | ₹2.8 Cr | L1 | Admitted-Finance |
Tender Value
₹3.0 Cr
EMD Value
₹1.5 L
Closing Date
6 May 2026, 5:30 pmClosed
SANJEEV GUPTA
GWALIOR MUNICIPAL CORPORATION
Survey and Design of laying of sewer network including Providing, Laying, Testing and Commissioning of sewer lines in Area of Ward No. 18 in various location of Adityapuram and Adarsh nagar
2026_UAD_497502_1
MPGMC/31/26X9/1/PHE/2026-27
Open Tender
Miscellaneous Works
180 days
PHE DEPARTMENT
Please refer Tender documents.
5 documents required · 5 mandatory
₹15,000
₹1.5 L
27 May 2026
6 Apr 2026
8 May 2026
7 Apr 2026
6 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth. ) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.
All kinds of ordinary soil
0 to 1.5m | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 1.5m to 3m | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 3 | 3m to4.5 | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 4 | 4.5m to 6 | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | Ordinary rock
0 to 1.5m | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | 1.5m to 3m | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 7 | In or under water and/or liquid mud, including pumping out water as required. (All water that may accumulate in excavations during the progress of the work from seepage, (not due to the negligence of the contractor), shall be bailed, pumped out or otherwise removed. The contractor shall take adequate measures for bailing and/or pumping out water from excavations and / or pumping out water from excavations and construct diversion channels, bunds, sumps, etc) Muddy soil 0 to 1.5m | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 8 | 1.5m to 3m | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 9 | In or under foul position, including pumping out water as required . (Excavation, where sewage, sewage gases or foul conditions are met with from any source, shall fall in this category. Decision of the. Engineer-in-Charge whether the work is in foul position or not shall be final.) Foul position
0 to 1.5m | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 10 | 1.5m to 3m | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
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tech_eval.pdf
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BOQ_598089.xls
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Estimate.pdf
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