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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.3 L+₹23,667.60 (2.93%)Rejected-AOC RAGHAVENDRAM HOUSE KAVUMBHAGOM P O 689 102 THIRUVALLA PATHANAMTHITTA | PATHANAMTHITTA | KERALA | 689102 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical PANATHARA HOUSE VILLOONNI PO ETTUMANOOR BLOCK PANCHAYATH 0801 DISTRICT TREASURY KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | NIDHIN MATHEW L1 | VIVEKLAL M D L4 | Ratheesh p s L3 | SINDHU MOL S K L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road raising and 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. | 489 | sqm | - | 15.6 ₹7,628.4 | 6.99 ₹3,418.11 Lowest | 15 ₹7,335 |
| 1.00 | OD121519/2025-2026: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(with roller)(for upper kuttanad areas) | 166.26 | cum | 245 ₹40,733.7 Lowest | 654.6 ₹1,08,833.8 | 640 ₹1,06,406.4 | 495 ₹82,298.7 |
| 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. | 78.24 | cum | 1,000 ₹78,240 Lowest | 2,421.96 ₹1,89,494.15 | 2,400 ₹1,87,776 | 2,140 ₹1,67,433.6 |
| 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) | 73.35 | cum | 9,400 ₹6,89,490 | 9,324.65 ₹6,83,963.08 | 7,900 ₹5,79,465 | 7,840 ₹5,75,064 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,383
Closing Date
23 Jul 2025, 5:00 pmClosed
Priya Mary Philip
Office of assistant engineer LIDEW Section ayamanam GP
Pro.no 324/25-26 PHC Moonnumoola Thattarukandam Road Renovation in ward 3
2025_LSGD_777060_3
AYM 266/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Aymanam GP
Please refer the tender document
9 documents required · 9 mandatory
₹2,760
Yes
₹25,383
Yes
18 May 2026
16 Jul 2025
26 Jul 2025
16 Jul 2025
23 Jul 2025
16 Jul 2025
Amount
Road raising and 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.
OD121519/2025-2026: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(with roller)(for upper kuttanad areas)
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.
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)
SINDHU MOL S K (BID ID -2259461)
Ratheesh p s (BID ID -2260396)
VIVEKLAL M D (BID ID -2259638)
Bidder Name
NIDHIN MATHEW
VIVEKLAL M D
Ratheesh p s
SINDHU MOL S K
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