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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | THIRUVANANTHAPURAM | KERALA | 695001 | 1 | Accepted-AOC Lowest | |
| 2 | 2₹2.9 L+₹4,221.08 (1.46%)Rejected-Finance ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | KOZHIKODE | KERALA | 612906 | 2 | Rejected-Finance Highest | |
| 3 | Rejected-Technical | - | Rejected-Technical Highest | |
| 4 | Rejected-Technical ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical Highest |
| Sl No | Description | Qty | Unit | SASIDHARAN K L2 | MOHAMMEDKUTTY L1 | PRADEESH C L3 | SULAIMAN M K L4 |
|---|---|---|---|---|---|---|---|
| 1.00KALAYAMKODE CANAL ROAD | |||||||
| 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. | 258 | sqm | 13.91 ₹3,588.78 | 13.72 ₹3,539.76 Lowest | 14 ₹3,612 | 15.08 ₹3,890.64 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 19.35 | cum | 2,901.58 ₹56,145.57 | 2,860.22 ₹55,345.26 Lowest | 2,920.64 ₹56,514.38 | 3,145.28 ₹60,861.17 |
| 1.00 | OD242053/2025-2026:Supplying and laying interlocking tile 80mm or nearest size ,thickness, minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the dept officers at site inclusive of all cost and conveyance charges etc | 223.6 | sqm | 912.68 ₹2,04,075.25 | 899.56 ₹2,01,141.62 Lowest | 918.56 ₹2,05,390.02 | 989.21 ₹2,21,187.36 |
| 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) | 3.67 | cum | 8,314.72 ₹30,473.45 | 8,195.18 ₹30,035.33 Lowest | 8,368.28 ₹30,669.75 | 9,011.92 ₹33,028.69 |
Tender Value
₹3.4 L
EMD Value
₹8,463
Closing Date
14 Oct 2025, 6:00 pmClosed
Assistant Engineer
LID and EW , Kanjirapuzha GP
KANJIRAPUZHA GRAMAPANVHAYATH-2025-26 PRO.NO.197/26 KALAYAMKODE CANAL ROAD INTERLOCK
2025_LSGD_804957_4
03/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,463
Yes
12 Dec 2025
4 Oct 2025
16 Oct 2025
4 Oct 2025
14 Oct 2025
4 Oct 2025
Amount
KALAYAMKODE CANAL ROAD
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD242053/2025-2026:Supplying and laying interlocking tile 80mm or nearest size ,thickness, minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the dept officers at site inclusive of all cost and conveyance charges etc
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)
SASIDHARAN K (BID ID -2388715)
PRADEESH C (BID ID -2388818)
SULAIMAN M K (BID ID -2388927)
Bidder Name
SULAIMAN M K
SASIDHARAN K
PRADEESH C
MOHAMMEDKUTTY
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