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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance FLAT NO 201 LAXMI PARK NIWAS BT KAWADE ROAD GHORPADI PUNE 411036 | PUNE | MAHARASHTRA | 411036 | ₹10.9 L | L1 | Accepted-Finance Accept |
| 2 | L2₹11.1 LRejected-Finance | ₹11.1 L | L2 | Rejected-Finance Reject |
Tender Value
₹11.7 L
EMD Value
₹8,787
Closing Date
6 May 2026, 5:30 pmClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
Construction of C.c. Road and Drain Behind the gas Warehouse in Gadde wala Mohalla. ward No. 52. File No. 185/26X3/6.
2026_UAD_497636_1
MPGMC/185/26x3/6/jan/2025-26
Open Tender
Civil Works - Others
90 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹8,787
21 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 drains 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 soil | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
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