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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-Finance | ₹14.1 L | L1 | Accepted-Finance Accept |
| 2 | L2₹17.9 LRejected-Finance | ₹17.9 L | L2 | Rejected-Finance Reject |
Tender Value
₹18.9 L
EMD Value
₹14,177
Closing Date
11 May 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(Molik Nidhi) Construction of C.C Road And Drain and Nali At Maddi ka Bazar me Nura Khan DS Makan se Manoj Dholpuriya ke Makan Tak Ward No.09 Zone 02.file No. 682/25X3/6.2nd Call.
2026_UAD_483445_2
MPGMC/682/25X3/6/Jan/2025-26
Open Tender
Civil Works - Others
60 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹14,177
21 May 2026
23 Apr 2026
13 May 2026
24 Apr 2026
11 May 2026
4 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation by Manual Means Excavation for roadway in soil including loading and unloadingin/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with alllift sand lead up to 1000 Meter as per Section-300 of the specifications. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a 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 alayer of Base.By Mixin Place Method For 53 mm maximum size | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 membrane125micronthick,including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). FOR ROAD | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | Centering and shuttering including strutting, propping etc.and removal of form for(A) :Foundations, footings, bases of columns, etc. For mass concrete. | - | SQM | - | - | BI01010001010000000000000515BI0100001117 |
| 5 | Cement Concrete Hume pipes Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand Size 300mmdia.meter | - | RM | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | providing Brick masonry work in1:3 (1cement:3sand)with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) insub-structure complete excluding pointing and plastering, as per drawing and technical specifications. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | Plastering with cement mortar (1:3) on brick work in sub-structure as per
Technical specifications. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
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