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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹17.8 LRejected-Finance 29 GRAM AJMAIN TEHSIL AMARPATAN POST LALITPUR DISTRICT SATNA M P | SATNA | MADHYA PRADESH | ₹17.8 L | L2 | Rejected-Finance Disqualified |
Tender Value
₹16.9 L
EMD Value
₹12,670
Closing Date
22 Apr 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
CCHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN
CONSTRUCTION OF CC ROAD IN THE LANE NEAR SANKHLA FLOUR MILL AND GYAN TEKRI GOVERNMENT SCHOOL IN WARD NO. 02
2026_UAD_492409_1
215/ZONE1/E-TENDER/2026
Open Tender
Civil Works - Others
Percentage
60 days
LANE NEAR SANKHLA FLOUR MILL AND GYAN TEKRI GOVERN
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,000
₹12,670
25 Aug 2026
23 Mar 2026
24 Apr 2026
23 Mar 2026
22 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 1 | Construction of Dry lean cement concrete Sub-base over a prepared sub grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section- 601. | 163.2 | CUM | 2,806 | ₹4,57,939.2 |
| 3 | 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) | 244.8 | CUM | 5,029 | ₹12,31,099.2 |
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