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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical all document ok |
Tender Value
₹5.0 L
EMD Value
₹5,005
Closing Date
22 Apr 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
CCHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN
CEMENT CONCRETE CONSTRUCTION WORK IN WARD NO. 10 URDUPURA GALI NO. 06
2026_UAD_485279_2
199/ZONE1/E-TENDER/20
Open Tender
Civil Works - Others
Percentage
30 days
WARD NO. 10 URDUPURA GALI NO. 06
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,000
₹5,005
2 Jul 2026
7 Apr 2026
24 Apr 2026
7 Apr 2026
22 Apr 2026
7 Apr 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 | Excavation for roadway in soil by manual means including loading in tippers and disposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300 | - | CUM | 119 | - |
| 2 | 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. | - | CUM | 2,806 | - |
| 4 | 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 ibrators 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) | - | CUM | 5,029 | - |
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