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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC accepted |
| 2 | L2₹1.5 LRejected-AOC | ₹1.5 L | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | NOUSHD V L2 | RATHISH KUMAR E L1 |
|---|---|---|---|---|---|
| 1.00Road Interlocking | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 58.5 | sqm | 20 ₹1,170 | 16 ₹936 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 5.85 | cum | 4,500 ₹26,325 | 3,337 ₹19,521.45 |
| 1.00 | OD437883/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 58.5 | sqm | 1,300 ₹76,050 | 1,206 ₹70,551 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 4.88 | cum | 80 ₹390 | 66.84 ₹325.85 |
| 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) | 3.35 | cum | 12,500 ₹41,812.50 | 9,563.75 ₹31,990.74 |
| 1.01 | OD437886/2025-2026:Supplying and providing ready made GI name Board | 1 | 1 nos | 5,400 ₹5,400 | 3,511 ₹3,511 |
Tender Value
₹1.3 L
EMD Value
₹3,172
Closing Date
11 Feb 2026, 2:00 pmClosed
REENA.V
OFFICE OF THE ASSISTANT ENGINEER,LID EW SECTION KARAKURUSSI GP
ET-15 Annual Plan-Karakurussi gp 2025-26,Project No.330/25-26-Interlock for Pazhassimukku Chullimunda road
2026_LSGD_832988_17
04/25-26/AE/LSGD/KKSY
Open Tender
Civil Works - Roads
180 days
Karakurussi gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹3,172
Yes
8 Apr 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Road Interlocking
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD437883/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD437886/2025-2026:Supplying and providing ready made GI name Board
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