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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | ₹2.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.7 LRejected-Finance 580 SURESH NAGAR HANUMAN MANDIR KE PASS THATIPUR GWALIOR 474011 | GWALIOR | MADHYA PRADESH | 474011 | ₹2.7 L | L2 | Rejected-Finance Reject |
Tender Value
₹2.9 L
EMD Value
₹2,857
Closing Date
10 Apr 2026, 5:30 pmClosed
Sushil katare
GWALIOR MUNICIPAL CORPORATION
Ward No. 37 Construction work of C.C. Road at dad Modi ka bada No. 226/26x3/6 (Moulik Nidhi)
2026_UAD_494911_1
MPGMC/226/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
30 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2,857
1 Jun 2026
26 Mar 2026
13 Apr 2026
27 Mar 2026
10 Apr 2026
2 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 |
|---|---|---|---|---|---|---|
| 1Roadwork 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. | ||||||
| 2 | 1.0 Transportation by Mechanical means including loading, unloading and stackingEarth | - | cum | 1 | - | BI01010001010000000000000515BI0100001115 |
| 3 | 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 46.4 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 | ||||||
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Drawing.pdf
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BOQ_590378.xls
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Estimate.pdf
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