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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | ₹10.9 L | L1 | Accepted-AOC LOW |
| 2 | L2₹10.9 LRejected-AOC | ₹10.9 L | L2 | Rejected-AOC HIGH |
| 3 | L3₹10.9 LRejected-AOC NOT AVAILABLE | ₹10.9 L | L3 | Rejected-AOC HIGH |
| 4 | L4₹10.9 LRejected-AOC | ₹10.9 L | L4 | Rejected-AOC HIGH |
| Sl No | Description | Qty | Unit | muhamedrafeek L1 | SUHAIB A T L4 | NOUSHADALI K P L2 | JAYAPRAKASH L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Interlock | |||||||
| 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. | 502 | sqm | 12 ₹6,024 | 13.22 ₹6,636.44 | 12.88 ₹6,465.76 | 13.03 ₹6,541.06 |
| 1.00 | OD516399/2025-2026: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 to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 40.96 | cum | 2,358.31 ₹96,596.38 | 2,597.29 ₹1,06,385 | 2,720 ₹1,11,411.2 | 2,559.55 ₹1,04,839.17 |
| 1.00 | OD518615/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 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. ( MORTH 55.23 ) | 409.6 | sqm | 804.52 ₹3,29,531.39 | 886.05 ₹3,62,926.08 | 840 ₹3,44,064 | 873.17 ₹3,57,650.43 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 36.62 | cum | 7,165.65 ₹2,62,377.44 | 7,891.77 ₹2,88,965.05 | 7,640 ₹2,79,746.24 | 7,777.12 ₹2,84,767.03 |
Tender Value
₹9.3 L
EMD Value
₹23,151
Closing Date
17 Mar 2026, 2:00 pmClosed
JIJIN A
VALLAPUZHA GP
Project No.346 Kuruvattur Mundakottukurussi Road Inter Lock
2026_LSGD_845370_1
T6 /2025-26 AE LID EW/Vallapuzh
Open Tender
Civil Works - Roads
180 days
vallapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,045
Yes
₹23,151
Yes
23 Jun 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
Road Interlock
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.
OD516399/2025-2026: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 to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD518615/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 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. ( MORTH 55.23 )
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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