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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-Finance | ₹5.6 L | L1 | Accepted-Finance Accept |
| 2 | L2₹5.8 L+₹20,771.48 (3.69%)Rejected-Finance | ₹5.8 L+₹20,771.48 (3.69%) | L2 | Rejected-Finance Reject |
Tender Value
₹6.1 L
EMD Value
₹6,091
Closing Date
20 May 2026, 5:30 pmClosed
Suresh Kumar Ahirwar
GWALIOR MUNICIPAL CORPORATION
(Parshad Nidhi) Construction of C.C. Road Work at madan Kushwah Home to Gopal Kushwah Home in Badi Madeya ward No. 59 Zone No. 13 file No. 258/26x3/6
2026_UAD_505123_1
MPGMC/258/26X3/6/Jan/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹6,091
27 Jul 2026
5 May 2026
22 May 2026
6 May 2026
20 May 2026
13 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 | Roadwork in Soil Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. | - | cum | - | - |
| 2 | 6.3 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. | - | cum | - | - |
| 3 | 6.4 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). | - | cum | - | - |
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