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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-Finance | L1 | Accepted-Finance Lowest bidder Accepted Vide Resolution No.2/1 dtd.03/10/2026 of Kozhencherry GP | |
| 2 | L2₹3.7 L+₹11,011.36 (3.09%)Accepted-Finance | L2 | Accepted-Finance Lowest bidder Second Accepted Vide Resolution No.2/1 dtd.03/10/2026 of Kozhencherry GP | |
| 3 | L3₹4.0 L+₹43,596.75 (12.2%)Accepted-Finance | L3 | Accepted-Finance Third Lowest bidder Accepted Vide Resolution No.2/1 dtd.03/10/2026 of Kozhencherry GP |
| Sl No | Description | Qty | Unit | VIPIN.V L1 | SAMSON SAMUEL L3 | K J BIJU L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | OD56822/2026-2027:Providing and Laying 80mm thick factory made cement concrete Interlocking Paver block of M-30 grade made makin g machine with strong compaction of approved size ,design & shape laid in required colour and pattern over and including 50mm thick crushed stone chips filling the join sand etc all complete as per the direction of Engineer in charge ( Modified 6.7.1) | 197.6 | sqm | 929.93 ₹1,83,754.17 Lowest | 1,043.6 ₹2,06,215.36 | 958.62 ₹1,89,423.31 |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 117 | sqm | 41.32 ₹4,834.44 Lowest | 46.38 ₹5,426.46 | 42.6 ₹4,984.2 |
| 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. | 150 | sqm | 12.96 ₹1,944 Lowest | 14.55 ₹2,182.5 | 13.38 ₹2,007 |
| 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) | 17.55 | cum | 7,746.63 ₹1,35,953.36 Lowest | 8,693.45 ₹1,52,570.05 | 7,985.83 ₹1,40,151.32 |
| 1.00 | OD177598/2026-2027: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. (departmental material) | 7.02 | cum | 163.83 ₹1,150.09 Lowest | 183.86 ₹1,290.7 | 168.9 ₹1,185.68 |
| 1.01 | 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. | 0.48 | cum | 2,012.09 ₹965.8 Lowest | 2,258.02 ₹1,083.85 | 2,074.2 ₹995.62 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.77 | cum | 7,441.25 ₹28,060.95 Lowest | 8,350.74 ₹31,490.64 | 7,670.92 ₹28,927.04 |
Tender Value
Refer Docs
EMD Value
₹11,008
Closing Date
29 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER LIDEW KOZHENCHERRY GP
OFFICE OF ASSISTANT ENGINEER KOZHENCHERRY GP
Road maintenance work
2026_LSGD_871222_1
02/04/AE/LIDEW/KZY/TDER/2026
Open Tender
Civil Works - Roads
Item Rate
120 days
ward 3 KOZHENCHERRY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹975
Yes
₹11,008
Yes
10 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | OD56822/2026-2027:Providing and Laying 80mm thick factory made cement concrete Interlocking Paver block of M-30 grade made makin g machine with strong compaction of approved size ,design & shape laid in required colour and pattern over and including 50mm thick crushed stone chips filling the join sand etc all complete as per the direction of Engineer in charge ( Modified 6.7.1) | 197.6 | sqm | - | - |
| 1.002 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 117 | sqm | - | - |
| 1.003 | 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. | 150 | sqm | - | - |
| 1.004 | 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) | 17.55 | cum | - | - |
| 1.005 | OD177598/2026-2027: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. (departmental material) | 7.02 | cum | - | - |
| 1.006 | 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. | 0.48 | cum | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.77 | cum | - | - |
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