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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | KOZHIKODE | KERALA | 612906 | 1 | Accepted-AOC Lowest | |
| 2 | 2₹3.2 L+₹10,895.77 (3.51%)Rejected-Finance ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | 2 | Rejected-Finance hIGHEST |
| Sl No | Description | Qty | Unit | SASIDHARAN K L1 | SULAIMAN M K L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 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. | 198 | sqm | 14.72 ₹2,914.56 Lowest | 15.24 ₹3,017.52 |
| 1.00 | OD160710/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 33.15 | sqm | 33.81 ₹1,120.8 Lowest | 34.99 ₹1,159.92 |
| 1.00 | 4.1.A.1: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 17.4 | cum | 3,070.84 ₹53,444.9 Lowest | 3,178.66 ₹55,321.4 |
| 1.00 | OD160713/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M
40 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 &amp;amp; conveyance charges etc. complete. | 198.9 | sqm | 1,109.87 ₹2,20,753.14 Lowest | 1,148.85 ₹2,28,506.27 |
| 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) | 3.63 | cum | 8,797.9 ₹31,936.38 Lowest | 9,107.56 ₹33,060.44 |
Tender Value
₹3.4 L
EMD Value
₹8,429
Closing Date
10 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID and EW Kanjirapuzha GP
KANJIRAPUZHA GRAMAPANCHAYATH-2025206 PRO.NO.117/26- KANJIRAM KOLPADAMPUHA ROAD RENOVATON -WARD-3
2025_LSGD_792063_6
02/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹745
Yes
₹8,429
Yes
12 Dec 2025
30 Aug 2025
12 Sept 2025
30 Aug 2025
10 Sept 2025
30 Aug 2025
Amount
ROAD RENOVATION
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.
OD160710/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
4.1.A.1: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD160713/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M 40 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 &amp;amp; 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)
SULAIMAN M K (BID ID -2329350)
Bidder Name
SULAIMAN M K
SASIDHARAN K
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