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Tender ID
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 | L1₹6.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.3 L+₹15,984.75 (2.58%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.5 L+₹29,722.85 (4.80%)Admitted-Fee/PreQual/Technical/Finance BALUSSERY GRAMA PANCHAYATH | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.5 L+₹36,160.20 (5.84%)Admitted-Fee/PreQual/Technical/Finance DOOR NO 148 KURUDIMUKKU ARIKKULAM PO KOYILANDY KERALA | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹6.8 L+₹63,636.10 (10.3%)Admitted-Fee/PreQual/Technical/Finance KALPATHUR | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | REJELESH K L2 | SUMESH L3 | ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY L4 | BABU V P L1 | RLCCS ltd L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00road renovation | ||||||||
| 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. | 60 | sqm | 38.33 ₹2,299.8 | 35 ₹2,100 Lowest | 40 ₹2,400 | 37.37 ₹2,242.2 | 40 ₹2,400 |
| 1.00 | OD242550/2026-2027:Construction of granular sub base by providing departmental material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 1)for grading 1 material | 1.5 | cum | 190.35 ₹285.53 | 138 ₹207 Lowest | 200 ₹300 | 185.55 ₹278.33 | 234 ₹351 |
| 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 | 46.55 | cum | 2,517.02 ₹1,17,167.28 | 2,000 ₹93,100 Lowest | 2,596 ₹1,20,843.8 | 2,453.63 ₹1,14,216.48 | 2,700 ₹1,25,685 |
| 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) | 69.08 | cum | 7,185.7 ₹4,96,352.23 | 7,700 ₹5,31,877.5 | 7,414 ₹5,12,122.05 | 7,004.74 ₹4,83,852.42 Lowest | 7,730 ₹5,33,949.75 |
| 1.00 | 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) | 2.7 | cum | 6,902.43 ₹18,636.56 | 7,850 ₹21,195 | 7,130 ₹19,251 | 6,728.6 ₹18,167.22 Lowest | 7,410 ₹20,007 |
Tender Value
₹7.8 L
EMD Value
₹19,399
Closing Date
31 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
O/O AE LID AND EW SECTION KEEZHARIYUR GP
O/O AE LID AND EW SECTION KEEZHARIYUR GP
ROAD CONCRETE
2026_LSGD_882066_1
AE/KZR/26-27/09
Open Tender
Civil Works - Roads
Item Rate
KEEZHARIYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,715
Yes
₹19,399
Yes
4 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
31 Oct 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road renovation | |||||
| 1.001 | 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. | 60 | sqm | - | - |
| 1.002 | OD242550/2026-2027:Construction of granular sub base by providing departmental material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 1)for grading 1 material | 1.5 | cum | - | - |
| 1.003 | 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 | 46.55 | cum | - | - |
| 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) | 69.08 | cum | - | - |
| 1.005 | 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) | 2.7 | cum | - | - |
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