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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-Finance | ₹23.7 L | L1 | Accepted-Finance Accept |
| 2 | L2₹24.8 LRejected-Finance NA | NA | NA | 121004 | ₹24.8 L | L2 | Rejected-Finance Reject |
| 3 | L3₹25.1 LRejected-Finance | ₹25.1 L | L3 | Rejected-Finance Reject |
| 4 | L4₹26.6 LRejected-Finance POSTI KHANA KILA GATE GWALIOR 474003 | GWALIOR | GWALIOR | MADHYA PRADESH | 474003 | ₹26.6 L | L4 | Rejected-Finance Reject |
Tender Value
₹34.4 L
EMD Value
₹25,794
Closing Date
23 Mar 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
Construction of C.C.Road and Drain Work at Ghureya Complex to BH- Sector VIA Brijwassi Sweets . Ward No.18, Zone 08, file No. 48/26X3/6.
2026_UAD_484193_1
MPGMC/48/26x3/6/jan/2025-26
Open Tender
Civil Works - Others
120 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹25,794
28 Apr 2026
20 Feb 2026
25 Mar 2026
21 Feb 2026
23 Mar 2026
13 Mar 2026
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. 1x400x6x0.10 - 240
Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils 2x400x0.50x0.50 - 200
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. For Drain 2x400x0.50x0.10 - 40, For Road 1x400x6x0.10 - 240 Total - 280
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). For Drain 2x400x0.50x0.10 - 40, For Road 1x400x6x0.15 - 360 Total - 400
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 300 mm dia. meter
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