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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-Finance | ₹11.3 L | L1 | Accepted-Finance Accept |
| 2 | L2₹11.8 LRejected-Finance | ₹11.8 L | L2 | Rejected-Finance Reject |
Tender Value
₹12.1 L
EMD Value
₹9,043
Closing Date
27 Apr 2026, 5:30 pmClosed
Suresh Kumar Ahirwar
GWALIOR MUNICIPAL CORPORATION
Construction of C.C. Road Work at kayan House to Vasudev House Village Badori Zone No. 25 ward No. 66 file No. 203/26X3/6
2026_UAD_493831_1
MPGMC/203/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
60 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,043
7 May 2026
24 Mar 2026
29 Apr 2026
25 Mar 2026
27 Apr 2026
17 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 |
|---|---|---|---|---|---|---|
| 1Excavation for roadwork in soil with hydraulic excavatorincluding cutting and loading in tippers, trimmingbottomand side slopes, in accordance with requirementsoflines, grades andcrosssectionsandtransportingtotheembankment location with all lifts and lead up to 1000mas per Section-300 of the specifications 298×4×0.10=119.2 | ||||||
| 2 | Transportation by Mechanical means including loading, unloading and stacking | - | CUM | 1 | - | BI01010001010000000000000515BI0100001115 |
| 3Providing and Laying Cement Concrete Grade M-10with 40 mm graded crushed stone aggregate, spreadingtheconcrete by shovels mixingshallbeinmechanicalmixer,compactingbyuseofpin/plate/screedvibratorsincluding form work by strong steel girders fixedbyspikes.. 298×4×0.10=119.2 | ||||||
| 4Providing and Laying Cement Concrete Grade M-20with 20 mm graded crushed stone aggregate, mixingshall be in mechanical mixer, laying with pavercompacting by use of pin, plate / screed vibratorsincluding form work by strong steel girders fixed byspikes, separation membrane 125 micron thick,includingcutting of joints @ 4 to 5 m interval and filling itwith hotapplied bituminous sealant 298×4×0.10=119.2 | ||||||
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