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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance Reject |
| 3 | L3₹4.6 LRejected-Finance | ₹4.6 L | L3 | Rejected-Finance Reject |
Tender Value
₹5.6 L
EMD Value
₹5,637
Closing Date
7 Jan 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(CM MONIT) Construction Work of C.C. road and interlocking tiles gajraraja school main gate to principal office khasagi bazzar. Ward No.50, Zone 19, file No. 633/25X3/6.
2025_UAD_470472_1
MPGMC/633/25X3/6/Jan/2025-26
Open Tender
Civil Works - Others
30 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹5,637
30 Apr 2026
23 Dec 2025
9 Jan 2026
24 Dec 2025
7 Jan 2026
31 Dec 2025
Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earthto be levelled and neatly dressed. 64.70 x 3.50 x 0.30 = 67.95
Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete 4 no x 76 x 0.30 = 91.20
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. 75 x 3.50 = 262.50
6 Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) 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, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) 2no x 76 x 0.25 x 0.30 = 11.40 2no x3.50 x 0.25 x 0.20 = 0.35 16 x 6.50 x 0.10 = 10.40 30 x 13 x 0.10 = 39
Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra 76 x 3.50 x 0.10 = 26.60
Transportation By Mechanical means including loading, unloading and stacking where ever necessary For 5 km 75 x 3.50 x 0.30 = 78.75
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