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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-Finance | ₹5.6 L | L1 | Accepted-Finance Accept |
| 2 | L2₹5.7 LRejected-Finance | ₹5.7 L | L2 | Rejected-Finance Reject |
Tender Value
₹5.9 L
EMD Value
₹5,927
Closing Date
10 Apr 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(Moulik nidhi)Construction of C.C. Road and Nali Nirman Karya Maa Veshnopuram. Ward 15. Zone 03 File No. 181/26X3/6.
2026_UAD_494486_1
MPGMC/181/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
30 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹5,927
Yes
29 Apr 2026
25 Mar 2026
13 Apr 2026
26 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 |
|---|---|---|---|---|---|---|
| 12.5 Dismantling of Cement Concrete Pavement Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces notexceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications. | ||||||
| 2 | 1.0 Transportation by Mechanical means including loading, unloading and stacking 5 Sand, stone aggregate below 40 mm nominal size 3 km | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | 1.0 Transportation by Mechanical means including loading, unloading and stacking , Earth 3 km | - | cum | 1 | - | BI01010001010000000000000515BI0100001117 |
| 5 | 4.2 Crusher Run Macadam Base
Providing crushed stone aggregate, depositing on prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base 4.2.2 By Mixing Plant: 4.2.2.2 For 37.5 mm maximum size | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 66.3 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. 2470.00X0.075 | ||||||
| 76.4 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). 2470.00 X 0.10 | ||||||
| 8 | 13.1 Brick masonry work in 1:3 (1cement :3 sand) with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) in sub-structure complete excluding pointing and plastering, as per section 1300 of the specifications. | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 913.3 Plastering with cement mortar (1:3) on brick work in sub-structure as per section 1300 of the specifications. | ||||||
| 1019.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | ||||||
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