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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.7 LRejected-Finance | ₹7.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L2 | MUHAMMAD NOWFAL N A L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 581.4 | sqm | 13.72 ₹7,976.81 | 13.57 ₹7,889.60 |
| 1.00 | 4.11.2: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. (ii) Using Gravel mix soil. | 13.08 | cum | 2,130.43 ₹27,866.02 | 2,106.54 ₹27,553.54 |
| 1.00 | OD111846/2025-2026:Granular sub-base/base/surface course with available departmental 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.
<br>(ii)
Using Gravel mix soil.(using departmental material | 30.52 | cum | 173.05 ₹5,282.35 | 172.52 ₹5,266.17 |
| 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) | 87.21 | cum | 8,198.08 ₹7.1 L | 8,106.3 ₹7.1 L |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 22.95 | cum | 567.07 ₹13,014.26 | 553.21 ₹12,696.17 |
Tender Value
₹8.4 L
EMD Value
₹21,101
Closing Date
10 Nov 2025, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD WORK
2025_LSGD_816125_1
156/25-26
Open Tender
Civil Works - Roads
180 days
KUMBALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,101
Yes
21 Jan 2026
1 Nov 2025
12 Nov 2025
1 Nov 2025
10 Nov 2025
1 Nov 2025
Amount
ROAD CONCRETE
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.
4.11.2: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. (ii) Using Gravel mix soil.
OD111846/2025-2026:Granular sub-base/base/surface course with available departmental 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. <br>(ii) Using Gravel mix soil.(using departmental material
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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
ABOOBACKER SIDDIK S U (BID ID -2434941)
Bidder Name
ABOOBACKER SIDDIK S U
MUHAMMAD NOWFAL N A
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