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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 CrAccepted-Finance SHOP NO 1 2 3 LAXMI NARAYAN ESTATE BEHIND PNB REWA ROAD SATNA MP 485001 | SATNA | SATNA | MADHYA PRADESH | 485001 | ₹10.1 Cr | L1 | Accepted-Finance Qualified |
| 2 | L2₹11.0 CrRejected-Finance | ₹11.0 Cr | L2 | Rejected-Finance Disqualified |
| 3 | L3₹11.1 CrRejected-Finance | ₹11.1 Cr | L3 | Rejected-Finance Disqualified |
| 4 | L4₹11.1 CrRejected-Finance NOT AVAILABLE | ₹11.1 Cr | L4 | Rejected-Finance Disqualified |
| 5 | L5₹11.7 CrRejected-Finance | ₹11.7 Cr | L5 | Rejected-Finance Disqualified |
Tender Value
₹12.8 Cr
EMD Value
₹6.4 L
Closing Date
7 May 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
CHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN
Construction of Approach Road and Retaining Wall for Proposed Bridge on Kshipra River at Gaughat Pala
2026_UAD_497053_1
31 /Simhasth Cell/2026
Open Tender
Civil Works - Roads
Percentage
365 days
Construction of Approach Road and Retaining Wall f
AS PER TENDER DOCUMENT
4 documents required · 4 mandatory
₹30,000
₹6.4 L
UJJAIN
12 Aug 2026
4 Apr 2026
8 May 2026
4 Apr 2026
7 May 2026
15 Apr 2026
10 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 roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. | - | Cum | - | - |
| 2 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Section 300 of the specifications. | - | Cum | - | - |
| 3 | Excavation for roadwork in Hard Rock (Blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross Ss, and transporting to the embankment location within all lifts and lead up to 1000 m. | - | Cum | - | - |
| 4 | Excavated Earth / all types of soil / asphalt material / granular material / concrete etc. excluding roack | - | Cum | - | - |
| 5 | Excavated rock, stone masonary | - | Cum | - | - |
| 6 | Construction of granular sub-base, 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, including all lifts and lead complete in all respect as per Section-400 of the specifications. | - | Cum | - | - |
| 7 | Providingand laying in position cement concreteof specified grade excluding thecost of centering and shuttering All workup to plinth level. Cement concrete gradeM-15(NominalMix) with 20 mm maximum size of stone aggregate | - | Cum | - | - |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. RCC Grade M25Height up to 5 m | - | Cum | - | - |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. RCC Grade M25Height 5 to 10 m | - | Cum | - | - |
| 10 | Cement concrete grade M 20 (Nominal Mix) with 20 mm maximum size of stone aggregate. | - | Cum | - | - |
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