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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 LAccepted-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | IDUKKI | KERALA | 685501 | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹2.9 L+₹26,418.22 (9.96%)Rejected-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | THIRUVANANTHAPURAM | KERALA | 695001 | 2 | Rejected-AOC HIGHEST | |
| 3 | Rejected-Technical ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical Highest | |
| 4 | Rejected-Technical | - | Rejected-Technical Highest |
| Sl No | Description | Qty | Unit | C YOOSAF L1 | SASIDHARAN K L3 | yusaf L4 | MOHAMMEDKUTTY L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 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. | 247.18 | sqm | 12.53 ₹3,097.17 Lowest | 14.58 ₹3,603.88 | 15.08 ₹3,727.47 | 13.79 ₹3,408.61 |
| 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 | 18.54 | cum | 2,613.56 ₹48,452.79 Lowest | 3,040.8 ₹56,373.39 | 3,145.28 ₹58,310.35 | 2,873.92 ₹53,279.6 |
| 1.00 | OD35658/2025-2026: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. | 216 | sqm | 880.92 ₹1,90,278.72 Lowest | 1,024.06 ₹2,21,196.96 | 1,060.13 ₹2,28,988.08 | 968.67 ₹2,09,232.72 |
| 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) | 3.12 | cum | 7,488.41 ₹23,348.86 Lowest | 8,712.57 ₹27,165.79 | 9,011.92 ₹28,099.17 | 8,234.39 ₹25,674.83 |
Tender Value
₹3.4 L
EMD Value
₹8,467
Closing Date
27 Jun 2025, 6:00 pmClosed
Asst Engineer
LID and EW Kanjirapuzha
KANJIRAPUZHA GRAMAPANCHAYATH-2025-26 -PRO.NO.68/26- ARIPANAZHY JUMAMASJID ROAD INTERLOCKING PHASE-2 WARD-9
2025_LSGD_769459_7
01/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,467
Yes
21 Aug 2025
20 Jun 2025
30 Jun 2025
20 Jun 2025
27 Jun 2025
20 Jun 2025
Amount
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
OD35658/2025-2026: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.
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)
MOHAMMEDKUTTY (BID ID -2232770)
SASIDHARAN K (BID ID -2233658)
yusaf (BID ID -2234192)
Bidder Name
SASIDHARAN K
C YOOSAF
MOHAMMEDKUTTY
yusaf
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