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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Awarded |
Tender Value
₹1.1 Cr
EMD Value
₹56,243
Closing Date
29 May 2026, 5:30 pmClosed
Shishir Shrivastava
Municipal Corporation Gwalior
Survey and Design of laying of sewer network including Providing, Laying, Testing and Commissioning of sewer lines in uncovered Area of Ward No.31.File No.28/26X9/1. 2nd Call.
2026_UAD_499347_2
MPGMC/28/26x9/1/PHE/2026-27
Open Tender
Miscellaneous Works
Percentage
180 days
PHE Department
Please refer Tender documents.
5 documents required · 5 mandatory
₹12,500
₹56,243
7 Sept 2026
14 May 2026
1 Jun 2026
15 May 2026
29 May 2026
22 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 |
|---|---|---|---|---|---|
| 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 | - | - |
| 2 | 1.5m to 3m | - | cum | 1 | - |
| 3 | 3m to 4.5m | - | cum | 1 | - |
| 4 | 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 | - |
| 5 | 1.5m to 3m | - | cum | 1 | - |
| 6 | 3m to 4.5m | - | cum | 0.2 | - |
| 7 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | cum | - | - |
| 8 | Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Crusher Stone Dust | - | cum | - | - |
| 9 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses | - | cum | - | - |
| 10 | Granular courses | - | cum | - | - |
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BOQ_611531.xls
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Estimate.pdf
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