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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹1.6 L+₹1,827.36 (1.12%)Rejected-Finance 33 ALLOWANCE CITY COLONY AGAR ROAD UJJAIN M P | UJJAIN | UJJAIN | MADHYA PRADESH | ₹1.6 L+₹1,827.36 (1.12%) | L2 | Rejected-Finance Disqualified |
Tender Value
₹1.6 L
EMD Value
₹3,150
Closing Date
9 Apr 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
CHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN
CONSTRUCTION WORK OF CC ROAD NEAR JAIN MANDIR BHAIRAVGAD IN WARD NO. 01
2026_UAD_495993_1
224/ZONE1/E-TENDER/2026
Open Tender
Civil Works - Others
Percentage
30 days
NEAR JAIN MANDIR BHAIRAVGAD IN WARD NO. 01
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹1,000
₹3,150
9 Sept 2026
31 Mar 2026
10 Apr 2026
31 Mar 2026
9 Apr 2026
31 Mar 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 |
|---|---|---|---|---|---|
| 1Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section 200 of the specifications. 2.3.1 Concrete 2.3.1.1.2 Plain Cement Concrete Grade M-15 and M-20 | |||||
| 2Providing 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. | |||||
| 3Providing 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). | |||||
| 4mild steel and medium tenile steel bars | |||||
| 5 | cetring and setring for lintls,beam, plinth beam Centering and Shuttering | 1 | M2 | - | - |
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