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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | abdul afeef ttp L2 | ismail thufail L1 |
|---|---|---|---|---|---|
| 1.00CONCRETE | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 147 | sqm | 15.06 ₹2,213.82 | 15 ₹2,205 Lowest |
| 1.00 | OD329762/2025-2026:Construction of granular sub base by USING DEPARTMENTAL MATERIALS OBTAINED
FROM SCARIFYING as graded material , spredading in uniform layers mixing by mix in place
method with rotavator at OMCand compacting with vibratory roller to acheive the desire
density , complete as per clause 401
Grading IV -For lower sub base -Mix in place method
Material | 7.35 | cum | 140 ₹1,029 Lowest | 189 ₹1,389.15 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 3.67 | cum | 2,400 ₹8,820 | 2,150 ₹7,901.25 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 22.05 | cum | 9,500 ₹2,09,475 | 8,300 ₹1,83,015 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,256
Closing Date
11 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Section Manjeshwar GP
ROAD CONCRETE
2026_LSGD_833279_1
477/AE/LSGD/MJR/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MANJESHWAR
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,256
Yes
21 Aug 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD329762/2025-2026:Construction of granular sub base by USING DEPARTMENTAL MATERIALS OBTAINED
FROM SCARIFYING as graded material , spredading in uniform layers mixing by mix in place
method with rotavator at OMCand compacting with vibratory roller to acheive the desire
density , complete as per clause 401
Grading IV -For lower sub base -Mix in place method
Material | 1 | cum | - | - |
| 1.003 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 1 | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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