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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.7 L+₹1.9 L (6.06%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹34.1 L+₹2.3 L (7.31%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹34.2 L+₹2.4 L (7.71%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹34.8 L+₹3.0 L (9.60%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M.A IQBAL L6 | ABOOBACKER SIDDIK S U L2 | CM ASHARAF L1 | AHAMMAD MAHSHOOK M L4 | MOHAMED HANIF P L3 | MUHAMMED UNAISE L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00road concrete | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 556.58 | cum | 55.83 ₹31,073.58 | 51.35 ₹28,580.13 | 15 ₹8,348.63 Lowest | 52.15 ₹29,025.39 | 51.95 ₹28,914.07 | 53 ₹29,498.48 |
| 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. | 203.62 | cum | 2,022.41 ₹4,11,813.24 | 1,860.15 ₹3,78,773.04 | 1,348 ₹2,74,486.5 Lowest | 1,889.14 ₹3,84,676.13 | 1,882.13 ₹3,83,248.72 | 1,924 ₹3,91,774.5 |
| 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) | 407.25 | cum | 7,782.41 ₹31,69,386.47 | 7,158.02 ₹29,15,103.65 | 7,000 ₹28,50,750 Lowest | 7,269.58 ₹29,60,536.46 | 7,242.59 ₹29,49,544.78 | 7,395 ₹30,11,613.75 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 90.5 | cum | 531.46 ₹48,097.13 | 488.81 ₹44,237.31 | 450 ₹40,725 Lowest | 496.44 ₹44,927.82 | 494.59 ₹44,760.4 | 510 ₹46,155 |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
20 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD CONSTRUCTION
2026_LSGD_864302_1
42/2026-27
Open Tender
Civil Works - Roads
Item Wise
PAIVALIKE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Oct 2026
13 Aug 2026
22 Aug 2026
13 Aug 2026
20 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
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