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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹2.5 L+₹24,475.61 (10.8%)Rejected-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC HIGHER | |
| 3 | L3₹2.5 L+₹25,830.22 (11.4%)Rejected-AOC | L3 | Rejected-AOC HIGHER |
| Sl No | Description | Qty | Unit | SHAHUL HAMEED.KA L1 | Pradeep L2 | Bineesh Kumar L3 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF KITHATHIL TEMPLE WEST DRAINAGE SIDE ROAD | ||||||
| 1.00 | OD373850/2025-2026: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 (WITH POWER ROLLER) | 63.54 | cum | 1,265 ₹80,375.57 Lowest | 1,392 ₹88,444.9 | 1,395 ₹88,635.51 |
| 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. <br>(ii) Using Gravel mix soil. | 8.25 | cum | 2,235 ₹18,438.75 Lowest | 2,400 ₹19,800 | 2,450 ₹20,212.5 |
| 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) | 15.03 | cum | 8,499 ₹1,27,739.97 Lowest | 9,500 ₹1,42,785 | 9,550 ₹1,43,536.5 |
Tender Value
₹2.5 L
EMD Value
₹6,340
Closing Date
13 Feb 2026, 6:00 pmClosed
AJITHKUMAR Y
LIDANDEW SECTION ARYAD GP
Annual Plan-ARYAD G P-2025-26- CONSTRUCTION OF KITHATHIL TEMPLE WEST DRAINAGE SIDE ROAD CONCRETING IN WARD 2-Project No 278 General Civil Work
2026_LSGD_833996_1
09/AE/LIDANDEW/AGP2025-26
Open Tender
Civil Works - Roads
Item Wise
ARYAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,340
Yes
14 Jul 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF KITHATHIL TEMPLE WEST DRAINAGE SIDE ROAD | |||||
| 1.001 | OD373850/2025-2026: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 (WITH POWER ROLLER) | 0.2 | 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. <br>(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) | 1 | cum | - | - |
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