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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.8 LAccepted-Finance NA | NA | NA | 121004 | ₹86.8 L | L1 | Accepted-Finance Accept |
| 2 | L2₹96.1 LRejected-Finance CITY CENTER GWALIOR P J ENCLAVE | GWALIOR | MADHYA PRADESH | 474001 | ₹96.1 L | L2 | Rejected-Finance Reject |
| 3 | L3₹97.8 LRejected-Finance IGL COLONY CWS JAYANT P O JAYANT DIST SINGRAULI MP | JAYANT | SINGRAULI | MADHYA PRADESH | ₹97.8 L | L3 | Rejected-Finance Reject |
| 4 | L4₹1.0 CrRejected-Finance 2ND FLOOR 261 BATASIYA PLAZA JIWAJI NAGAR GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹1.0 Cr | L4 | Rejected-Finance Reject |
Tender Value
₹1.2 Cr
EMD Value
₹57,874
Closing Date
22 Jul 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(Nigam Nidhi) Construction of B.T. Road at Line No.03 Ward No.12 Zone No.05.File No.17/26X3/5.2nd Call.
2026_UAD_505152_2
MPGMC/17/26X3/5/Jan/2026-27
Open Tender
Civil Works - Others
Percentage
120 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,500
₹57,874
29 Jul 2026
7 Jul 2026
24 Jul 2026
8 Jul 2026
22 Jul 2026
15 Jul 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 |
|---|---|---|---|---|---|
| 1.01 | Excavation For Roadworks up to 1000 m | 2,610 | M3 | 122 | ₹3,18,420 |
| 1.02 | Excavation for roadway in soil including loading and unloading in/from truck for carrying suitable cut earth | 540 | M3 | 245 | ₹1,32,300 |
| 1.03 | EXCAVATED EARTH ,FOR 5KM | 3,150 | M3 | 171.38 | ₹5,39,847 |
| 1.04 | Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Metho | 1,350 | cum | 1,059 | ₹14,29,650 |
| 1.05 | Wet Mix Macadam Base (WMM) by Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix maca | 945 | M3 | 1,365 | ₹12,89,925 |
| 2 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate | 279 | M3 | 5,178 | ₹14,44,662 |
| 3 | Centeringandshuttering includingstrutting, proppingstretchingetc.Walls (any thickness) includingattachedpilasters, butteresses, plinth | 2,880 | Sqm | 289 | ₹8,32,320 |
| 4 | For Grading II (50-75mm thickness) bitumen content 4.5% (VG-30) | 252 | M3 | 7,732 | ₹19,48,464 |
| 5 | For Grading II (30-45 mm thickness) with CRMB-60 @
5.4% | 189 | M3 | 10,495 | ₹19,83,555 |
| 6 | providing and applying teck coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granu | 6,300 | M2 | 18 | ₹1,13,400 |
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