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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-Finance | ₹11.4 L | L1 | Accepted-Finance Accept |
| 2 | L2₹11.8 L+₹41,776.67 (3.68%)Rejected-Finance | ₹11.8 L+₹41,776.67 (3.68%) | L2 | Rejected-Finance Reject |
Tender Value
₹12.3 L
EMD Value
₹9,245
Closing Date
26 May 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
Moulik nidhi construction of C.C. Road at shivpuri Link Road Matadeen kushwah and Naresh Kushwah Wali Gali. Ward No 59. Zone No 13 File No. 157/26X3/6.
2026_UAD_502586_1
MPGMC/157/26x3/6/jan/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,245
27 Jul 2026
23 Apr 2026
28 May 2026
24 Apr 2026
26 May 2026
15 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 | Excavation by Manual Means 3.1 Excavation for roadway in soil including loading and unloading in/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead up to 1000 Meters as per Section-300 of the specifications. | 1 | cum | - | - |
| 2 | Construction of Granular Sub-Base Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. By Mix in Place Method Grading I | - | cum | - | - |
| 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 | - | - |
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