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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 LAccepted-Finance KHAJURWALI MASJID CHAURAHA RAMPRASAD BHARGAV MARG UJJAIN | UJJAIN | UJJAIN | MADHYA PRADESH | L1 | Accepted-Finance Qualified | |
| 2 | L2₹40.7 L+₹4.9 L (13.8%)Rejected-Finance | L2 | Rejected-Finance Disqualified |
Tender Value
₹38.8 L
EMD Value
₹29,130
Closing Date
3 Jun 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
CCHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN
CONSTRUCTION OF CEMENT CONCRETE ROAD FROM NAGATLAI ANGANWADI TO NAG MANDIR UNDER WARD NO. 12
2026_UAD_492427_2
217/ZONE1/E-TENDER/2026
Open Tender
Civil Works - Others
Percentage
90 days
NAGATLAI ANGANWADI TO NAG MANDIR UNDER WARD NO. 12
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹5,000
₹29,130
6 Jul 2026
20 May 2026
5 Jun 2026
20 May 2026
3 Jun 2026
20 May 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. | 720 | CUM | 119 | ₹85,680 |
| 2 | Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction by vibratory roller/ heavy pneumatic type
roller and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing
granular/bituminous road surface vide clause 305.6. | 696 | CUM | 410 | ₹2,85,360 |
| 3 | Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density,
complete in all respect as per relevant clauses of section-400. | 240 | CUM | 689 | ₹1,65,360 |
| 4 | Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 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. | 240 | CUM | 3,890 | ₹9,33,600 |
| 5 | 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) | 480 | CUM | 5,029 | ₹24,13,920 |
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